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Islamic University of Gaza (IUG)
Higher Education Deanship
Faculty of Engineering
Civil Engineering Department
Construction Project Management
زةـــــــغ – ةـاإلسالمي عةـــــالجام
اـــــــــالعلي اتــالدراس ادةـــــــعم
ةـــــــــــــــــــدســالهن كـلـــــــــية
قســــــــم الهندســة المدنيـــــــــــة
ــــةإدارة المشروعــات الهندسيــــ
An investigation into Building Information Modeling (BIM)
application in Architecture, Engineering and Construction
(AEC) industry in Gaza strip
التصميم صناعت في( BIM) البناء معلوماث نمذجت تكنولوجيا تطبيق في البحث
غزة قطاع في البناء وتشييد
Submitted by:
Lina Ahmed Ata AbuHamra
Supervised by:
Prof. Dr. Adnan Ali Enshassi Distinguished Prof. of Construction Engineering and Management, IUG
A Thesis Submitted in Partial Fulfillment of Requirements for Master's
Degree in Construction Project Management, Civil Engineering
September 2015 AD - 1436 HJ
إقـــــــزار
الخسالة التي تحسل العشػان:أنا السػقع أدناه مقجم
An investigation into Building Information Modeling (BIM)
application in Architecture, Engineering and Construction (AEC)
industry in Gaza strip
البناء وتشييد التصميم صناعت في( BIM) البناء معلوماث نمذجت تكنولوجيا تطبيق في البحث
غزة قطاع في
أقخ بأن ما اشتسمت عميو ىحه الخسالة إنسا ىي نتاج جيجي الخاص، باستثشاء ما تست اإلشارة إليو حيثسا ورد، وإن ىحه الخسالة ككل، أو أي جدء مشيا لع يقجم مغ قبل لشيل درجة أو لقب عمسي أو
.بحثي لجى أية مؤسدة تعميسية أو بحثية أخخى
DECLARATION
The work provided in this thesis, unless otherwise referenced, is the
researcher's own work, and has not been submitted elsewhere for any other
degree or qualification.
Researcher's name :باحثةاسع ال
Lina Ahmed Ata AbuHamra لينـا أحمــد عطــا أبـؽ حمـرة
E-mail: [email protected]
Signature: ػقيعالت:
Date: 2/9/2015 2/9/2015 التاريخ:
Citing the thesis
To cite this thesis:
AbuHamra, Lina Ahmed (2015). An investigation into Building Information Modeling
(BIM) application in Architecture, Engineering and Construction (AEC)
industry in Gaza strip. MSc Thesis, Construction Project Management, Civil
Engineering, The Islamic University of Gaza (IUG), Gaza, Gaza strip, Palestine.
Or:
AbuHamra, L. A. (2015). An investigation into Building Information Modeling (BIM)
application in Architecture, Engineering and Construction (AEC) industry in
Gaza strip. MSc Thesis, Construction Project Management, Civil Engineering,
The Islamic University of Gaza (IUG), Gaza, Gaza strip, Palestine.
To link to this thesis: http://library.iugaza.edu.ps/thesis/116796.pdf
ين الله يرفع } :قال تعاىل ال نكه ين و آ منهوا م آوتهوا ال
ل درجات{ الع
11سورة اجملادةل :
صدق هللا العظمي
“All things are difficult before
they are easy”
Thomas Fuller (1608 -1661)
i
Dedication
Firstly, this research is lovingly dedicated to my beloved Father Engineer/ Ahmed Ata
AbuHamra and my beloved Mother Mrs. Rasmia Ali Qatrawi, who have been my
constant source of inspiration. They have given me the guidance and discipline to tackle
any difficulty in this life with enthusiasm and determination. Without their prayers,
love, encouragement and support, this work would not have been made possible. Their
constant love has sustained me throughout my life.
And without a doubt, I dedicate this thesis to my beloved sisters, brothers, best real
friends in Gaza strip in Palestine and other places in the world, as well the entire special
people who have supported me throughout the process of carrying out this work. Their
love and encouragement have had a significant impact on giving me the power to
complete this work.
I also dedicate my work to myself because I have kept trying to learn new things as well
as I have been keen on fidelity and accuracy in achieving my thesis.
Lina Ahmed Ata AbuHamra
ii
Acknowledgements
First of all, I am grateful to ALLAH the Almighty for all blessings in this life and for
giving me power and ability that were necessary to achieve this goal. All thanks and
praise are due to ALLAH ―Alhamdulillah.‖
I would like to express my great appreciation to Prof. Dr. Adnan Ali Enshassi,
Distinguished Professor of Construction Engineering and Management and my research
supervisor, for his patient guidance, enthusiastic encouragement and useful critiques of
this research work. I am proud to be one of his students and to have the opportunity to
be under his supervision.
I would also like to express my sincere gratitude to Dr. Husameddin Mohammed
Dawoud, Assistant Professor at the College of Applied Engineering and Urban Planning
of The University of Palestine, Gaza. His valuable and constructive advice and
assistance during the planning and development of the methodology of this research
work, as well as his continuous encouragement to me, are priceless. I thank him for his
willingness to dedicate to me much of his time so generously.
The advice was given to me by Dr. Khalid AbdelRaouf Al-Hallaq, Assistant Professor
of Civil Engineering/ Construction Management at The Islamic University of Gaza,
have been of great help in the elimination of confusion at the beginning of the research
in some fundamental things that identified the orientation of the study. His willingness
to support and to facilitate many issues to me is appreciated.
I take this opportunity to express the most sincere gratitude to Dr. Javed Intekhab, PhD
in Phytochemistry, lecturer in the Department of Chemistry, Swami Vivekananda P.G
College, India, for providing me with all the necessary references which needed access
to the present research. I place on record, my sincere thanks to him for having
encouraged me and for his honest and valuable advice according to his extensive
experience.
I wish to send my great thanks to Dr. Davide Polimeno, MPhil in Classical
Archaeology, External Assistant of the Apulian Direction of Antiquities (Italy) and
EXARC member (EU-Netherlands). I am extremely thankful and indebted to him for
sharing expertise, and valuable guidance as well as for encouraging me.
I would also like to express my particular thanks to both of Syed Muzammil Ali, MS in
Electrical Engineering, and Tayyab Zafar, MS in Mechatronics Engineering, from
Pakistan, for providing me with many of the necessary references useful to this
research.
Special thanks should be given to the Department of Architectural Engineering at The
Islamic University of Gaza, in particular for each of them: Prof. Nader J. El-Namara,
Dr. Suhair M. Ammar, Dr. Omar S. Asfour, and Dr. Sanaa Y. Saleh, for their
welcoming and help in the arbitration of the questionnaire. In the same context, special
thanks to Haroun Mousa Bhar, MSc in Statistics, for his help in the statistical arbitration
of the questionnaire.
iii
I‘m particularly grateful for the assistance was given by Malek M. Abuwarda, MSc in
Structural Engineering, Technical Instructor in GTC-UNRWA in Gaza, by sharing his
valuable knowledge about Building Information Modeling (BIM) and Revit. I am also
grateful to all those who participated in response to the questionnaire and all
organizations that cooperated with me.
I want to thank Abdul-Rahman Ayyash, MSc in Civil Engineering, for his help in
understanding factor analysis test. My sincere thanks also extended to all my friends and
colleagues for their support and encouragement to me.
Last but not the least; there are no words to describe how I‘m so grateful to my beloved
Father Engineer/ Ahmed Ata AbuHamra and my beloved Mother Mrs. Rasmia Ali
Qatrawi for the endless encouragement, support and attention throughout all my studies
at university, and especially while writing this research. As well, my profound thanks
must be expressed to my beloved sisters and brothers for everything.
Thank you,
Lina Ahmed Ata AbuHamra
iv
Abstract
Purpose: Building Information Modeling (BIM) has recently attained widespread
attention in the Architecture, Engineering, and Construction (AEC) industry. BIM has
been suggested by several professionals and researchers as the universal remedy to
addressing the inefficiencies in the AEC industry. In numerous cases of different
countries, potential benefits and competitive advantages have been reported. However,
in spite of the benefits and potentials of BIM technologies, it is not applied in the AEC
industry in Gaza strip in Palestine just like many other regions of the world. Therefore,
the purpose of this research was to develop a clear understanding about BIM for
identifying the different factors that provide useful information to consider adopting
BIM technology by the practitioners in the AEC industry in Gaza strip. This purpose
has been done by achieving five primary objectives by assessing the awareness level of
BIM by the professionals in the AEC industry in Gaza strip, identifying BIM functions
and BIM benefits that would convince the professionals for adopting BIM in the AEC
industry in Gaza strip, determining barriers to BIM adoption, and by studying some
hypotheses to help to reach to successful BIM-based workflow implementation.
Design/methodology/approach: A quantitative survey was used in the research. Three
main steps were used to reach to the final amendment of the questionnaire: (1) Face
validity by presenting the questionnaire to 12 experts in the fields of the AEC industry
and Statistics (from Gaza city as well as outside Palestine), (2) pre-testing the
questionnaire in two phases with 12 people who represented the target group, which
involved the professionals (Architects, Civil Engineers, Mechanical Engineers,
Electrical Engineers, and any other professional with related specialization) in the AEC
industry in Gaza strip in Palestine, and (3) a Pilot study was conducted by distributing
40 copies of the questionnaire to respondents from the target group and analyzing them
for testing the statistical validity and reliability. After piloting, the questionnaire was
adopted and was distributed to the whole sample (convenience sample) from the target
group. 275 copies of the questionnaire were distributed, and 270 copies of the
questionnaire were received from the respondents with a response rate = 97.8%. To
draw meaningful results, the collected data have been analyzed by using the quantitative
data analysis techniques (which include the Relative important index, Factor analysis,
Pearson correlation analysis, and others) through the Statistical Package for Social
Science (SPSS) IBM version 22.
Findings: The study results indicated that the awareness level of BIM by the
professionals in the AEC industry in Gaza strip is very low. Findings indicated that BIM
functions are significantly needed and important for the professionals in the AEC
industry in Gaza strip as well as BIM benefits are significantly valuable for them. BIM
function that got the top ranking according to the overall respondents is Interoperability
and translation of information. In addition to that, factor analysis has clustered BIM
functions into three components. The major factor is Data management and utilization
in planning; operation and maintenance. Regarding BIM benefits, the BIM benefit that
got the top ranking according to the overall respondents is: Enhance design team
collaboration (Architectural, Structural, Mechanical, and Electrical Engineers). Results
obtained from factor analysis have clustered BIM benefits in four components, and the
major factor is Controlled whole-life costs and environmental data. On the other hand,
the study findings demonstrated that BIM barriers are greatly affecting the adoption of
v
BIM in the AEC industry in Gaza strip. The top barrier to BIM adoption in the AEC
industry in Gaza strip from the point view of the respondents is the Lack of the
awareness of BIM by stakeholders. Lack of BIM interest was the major factor of BIM
barriers among four factors according to the factor analysis. Finally, Pearson correlation
analysis asserted that there is a negative relationship between the BIM barriers and
between each of the awareness level of BIM and the importance of BIM functions, as
well as the value of BIM benefits. Pearson correlation analysis also asserted that there is
a positive relationship between the awareness level of BIM and between both of the
importance of BIM functions, and the value of BIM benefits.
Theoretical and practical implications of the research: More specific and practical
studies are needed to understand thoroughly all topics that related to BIM. Meanwhile
the awareness level and interest of BIM in Gaza strip in Palestine need to be increased
through the education and the training by the academic institutions and universities, as
well as any bodies that train Architects and Engineers. The AEC organizations must be
patient with the BIM learning process and must act positively toward the necessary
change for the successful BIM adoption. Governmental agencies should also take
progressive steps to apply BIM in the AEC industry by generating a simplified
implementation roadmap for the organizations to be followed gradually with clear legal
benchmarks.
Originality/ value: This study will add to the current body of knowledge about BIM all
over the world. It is the first study that contributes significantly to consider BIM in Gaza
strip in Palestine and investigates into BIM application in the AEC firms to remedy all
of their severe problems. This study can provide a documentation of reference for BIM
situation in Gaza strip. It could be used as a comparative guide for the future
development and broadening understanding to increase knowledge of BIM and create a
creative working environment.
Keywords: Architectural Engineering and Construction (AEC) industry, Building
information modeling (BIM), Organization culture, Awareness level of BIM, BIM
functions, BIM benefits, BIM barriers, Gaza strip, Palestine, Factor analysis test
vi
ملخص البحث
صشاعة الترسيع في الشصاق واسع ا اىتسام األخيخة اآلونة في( BIM) السباني معمػمات نسحجة حققت :الغرض أوجو عمىكعالج شامل لمتغمب والباحثيغ السيشييغ مغ العجيج قبل مغ BIM اقتخاح تع حيث ،(AEC) وتذييج البشاء
في BIMالقيسة لتكشػلػلجيا اإلمكانيات و الفػائج رصج العجيج مغ باإلضافة إلى أنو تع. AEC صشاعة في القرػر غدة قصاع في العجيج مغ السشاشق السختمفة في العالع. ولكغ وبالخغع مغ ذلظ، إال أنو لع يتع تصبيق ىحه التكشػلػجيا
ىحا مغ الغخض كان وبشاء عمى ذلظ،. العالع في األخخى السشاشق مغ العجيج كسا ىػ الحال في ا تسام ،في فمدصيغتػفخ معمػمات مفيجة لمشطخ في التي السختمفة العػامل عمى لمتعخف BIM تكشػلػجيا بمػرة مفيػم واضح عغ البحث: مغ رئيدية أىجاف عجة تحقيق خالل مغ ذلظ تع وقج. السصالب الحالية لرشاعة الترسيع وتذييج البشاء لتمبية هاعتسادغدة، باإلضافة قصاع في AEC صشاعة العامميغ في السيشييغ قبل مغ BIMبتكشػلػجيا السعخفة مدتػى تقييع خالل
العتساده وتصبيقو. السيشييغ أن تقشع شأنيا مغ ، وفػائجه األكثخ قيسة والتيBIMالتي يقػم بيا لتحجيج أىع الػضائف في لمسداعجة الفخضيات بعس دراسة ، تعا وأخيخ . لمتغمب عمييا BIM اعتساد دون ػلتح التي العػائق كسا تع تحجيج
.بشجاح BIM اعتساد إلى الػصػل
ستشاد عمى الجراسات ستبانة التي تع ترسيسيا باإلستخجام اإلإتع اختيار البحث الكسي وذلظ ب: منيجية البحث( 1: )حيث كانت كالتالي ستبانة،اإل مغ األخيخ الذكل إلى لمػصػل رئيدية خصػات ثالث ستخجامإوقج تع . الدابقة
مجال و الترسيع وتذييج البشاء صشاعة مجال في ا خبيخ 12 إلى ستبانةإلا تقجيع خالل اختبار الرالحية مغشخز مسغ 12 مع مخحمتيغ عمى ستبانةإلاختبار ا( 2) .(فمدصيغ خارجمغ وكحلظ غدة مجيشة مغ) اإلحراء
السيشجسػن ): غدة في فمدصيغ وىع قصاع في AEC صشاعة السدتيجفة، والتي تذسل السيشييغ فييسثمػن الفئة ذات األخخى أصحاب التخررات ميشجسػ السجني، والكيخباء، والسيكانيظ، باإلضافة لمسيشجسيغ مغ السعساريػن،
جخاء لمفئة السدتيجفة إل ةستباناإل مغ ندخة 40 وتحميل تػزيع شخيق عغ تجخيبية دراسة أجخيت وقج( 3) الرمة(. وتػزيعيا ستبانةاإل عتسادإ تع نجاح الجراسة التجخيبية، وبعج. حرائي باإلضافة الختبار الثباتاختبار الرالحية اإل
275إجسالي مغ أصل ستبانة كعجدإ 270جسع تع وقج. مغ الفئة السدتيجفة (العيشة السالئسة) كاممة العيشة عمىوذلظ مغدى ذات نتائج ستشباطكسيا إل البيانات تحميل تع ،ا خيخ أو %. 97.8= استبانة، لتكػن بحلظ ندبة اإلستجابة
.(IBM 22 )إصجار SPSSستخجام بخنامج إب
صشاعة في السيشييغ قبل مغ ا مشخفس جج BIMبتكشػلػجيا السعخفة مدتػى إلى أن الجراسة نتائج أشارت :النتائجAEC األىسية والحاجة الكبيخة لػضائف إلى أشارت الشتائج في حيغ. غدة قصاع في BIMوالقيسة الكبيخة لمفػائج ،
ونقل البيشي التذغيل قابمية ىي: لمسدتجيبيغ، األكثخ أىسية وفقا BIMوقج تبيغ أن وضيفة . BIMالشاتجة مغ تصبيق إلى ثالثة عػامل باستخجام BIMالسعمػمات بيغ السدتخجميغ بذكل سمذ. باإلضافة إلى أنو تع تجسيع وضائف
إدارة: ىػ BIMالستغيخات. وكان العامل الخئيدي في وضائف البشػد/ ختبار التحميل العاممي بيجف تقميز وتجسيعإفكانت الفائجة األكثخ قيسة مغ ،BIM بالشدبة لفػائجأما والريانة. ،التذغيل، و في التخصيط واستخجاميا البيانات
أربعة عػامل رئيدية لفػائج ستخخاجإ تع وقج الترسيع. بيغ أعزاء فخيق التعاون وجية نطخ السدتجيبيغ ىي: تعديدBIM والتحكع في السبشى خالل دورة حياتو في تكاليف التحكع: ستخجام التحميل العاممي، وكان العامل الخئيدي ىػإب
تصبيق كبيخ بذكل وجػد حػاجد تعخقل الجراسة، نتائج أضيخت أخخى، ناحية مغ .البيئية الخاصة بالسبشى البيانات
vii
BIM. وكان العائق الخئيدي لتصبيق BIM :السعخفة بتكشػلػجيا عجم ىػBIM كسا تع .السعشية الجيات قبل مغ عجم: التحميل العاممي، وقج كان العامل الخئيدي ىػستخجام إب BIMأربعة عػامل رئيدية لعػائق تصبيق ستخخاجإ
حػاجد بيغ سمبية عالقة ىشاك أن تحميل االرتباط بيخسػن، تبيغ ، ومغ خاللا وأخيخ . BIMىتسام بتكشػلػجيا إ وجػد إلى باإلضافة . وكحلظ قيسة فػائجه وضائفو، وأىسية ،BIMمغ مدتػى السعخفة بتكشػلػجيا كال ، وبيغBIMتصبيق
وقيسة فػائجه. ،BIM وضائف أىسية مغ كال وبيغ ،BIM السعخفة بتكشػلػجيا مدتػى بيغ إيجابية عالقة وجػد
لجسيع لمعسل عمى زيادة الفيع لمسديج مغ البحػث السدتقبمية تػجج حاجة ماسة :النعرية والعملية للبحث اآلثار، بحيث تكػن محجدة بذكل أكبخ، باإلضافة إلجخاء البحػث التصبيقية في مجال BIMالستعمقة بتكشػلػجيا السػاضيع
في قصاع غدة في فمدصيغ BIM. مغ ناحية أخخى، تػجج ضخورة ممحة لديادة االىتسام والسعخفة بتكشػلػجيا BIMال تقػم بتجريب التي الييئات عغ فزال والجامعات، كاديسيةالسؤسدات األ قبل مغ والتجريب التعميع خالل غم
التغييخ نحػ إيجابي بذكل تترخف أن AEC مجال السؤسدات والذخكات العاممة في عمى يجب ،كحلظ. السيشجسيغتجريجية خصػات مغ خالل اتخاذ BIM الحكػمية دعع تصبيق الجيات عمى . كسا يجبBIM اعتساد لشجاح الالزم
الالزمة لحلظ وبذكل القانػنية السعاييخ تػفيخ ضخورةمع ،بذكل تجريجي BIMشخيق لتصبيق خارشة وفعالة كعسل .واضح
الجراسة ىي . كسا تعج ىحهحػل العالع BIM تكشػلػجيا ضافة لمجراسات السػجػدة عغإيعج ىحا البحث :قيمة البحث في ، والتحقيقفي فمدصيغ في قصاع غدة BIMلمشطخ في تكشػلػجيا كبيخ األولى مغ نػعيا التي ستداىع بذكل
التي الرعبة السذاكل جسيع لسعالجة قصاع غدة فيAEC الذخكات والسؤسدات في صشاعة في BIMبيق تصكقاعجة أساسية لمبحػث السدتقبمية بيجف تػسيع الجراسة ىحه ستخجامإ يسكغ ذلظ، عمى عالوة. تػاجييا أثشاء العسل
في العسل اليشجسي في مجال ا وتصػر ا إبجاعأكثخ بيئة أجل إيجاد مغ BIM بتكشػلػجيا السعخفة لديادة السجارك .الترسيع والبشاء
viii
Table of contents
Citing the thesis ............................................................................................................. IV
Dedication ......................................................................................................................... i
Acknowledgements ......................................................................................................... ii
Abstract .......................................................................................................................... iv
ثملخص البح ....................................................................................................................... vi
Table of contents .......................................................................................................... viii
List of tables .................................................................................................................. xii
List of figures ............................................................................................................... xvi
List of abbreviations ................................................................................................... xvii
Chapter 1: Introduction ..................................................................................................2
1.1 Background............................................................................................................. 2
1.2 Problem statement and research justification ......................................................... 3
1.3 Research aim, objectives, questions, and hypotheses ............................................. 4
1.4 Delimitations of the study ...................................................................................... 6
1.5 Research design ...................................................................................................... 7
1.6 Contribution to knowledge ..................................................................................... 7
1.7 Structure of the thesis ............................................................................................. 8
Chapter 2: Literature review........................................................................................10
2.1 Understanding of BIM concept ............................................................................ 10
2.1.1 BIM: Definition and characteristics .............................................................. 10
2.1.2 Types of BIM ................................................................................................. 13
2.1.3 The awareness level of BIM .......................................................................... 13
2.1.4 How is BIM used? ......................................................................................... 14
2.2 Impact of BIM in the AEC/ FM industry ............................................................. 18
2.2.1 Possible benefits of BIM adoption in the AEC/ FM industry ....................... 19
2.2.2 Benefits of BIM during design, construction, facilities and operations, and
maintenance of a building project .......................................................................... 21
2.2.2.1 BIM benefits related to the design phase of a project ............................ 22
2.2.2.2 BIM benefits during the construction phase ........................................... 24
2.2.2.3 BIM benefits during facilities, operations and maintenance of a building
project ................................................................................................................. 26
2.3 Slow adoption of BIM in construction industry ................................................... 29
ix
2.3.1 Barriers and challenges to implementing BIM in construction industry ....... 30
2.3.2 Identified BIM implementation obstacles and their interdependencies ........ 33
2.3.2.1 Barriers linked to the BIM product ........................................................ 34
2.3.2.2 Barriers linked to the BIM process ......................................................... 35
2.3.2.3 Barriers linked to the people using BIM ................................................ 36
2.4 Summary............................................................................................................... 40
Chapter 3: Research methodology ...............................................................................42
3.1 Research aim and objectives ................................................................................ 42
3.2 Research plan/ strategy ......................................................................................... 42
3.3 Research location .................................................................................................. 42
3.4 Target population, sampling of the questionnaire, and data collection ................ 42
3.5 Questionnaire design and development ................................................................ 43
3.6 Face validity ......................................................................................................... 44
3.7 Pre-testing the questionnaire ................................................................................ 46
3.8 Pilot study ............................................................................................................. 48
3.8.1 Statistical validity of the questionnaire ......................................................... 48
3.8.2 Reliability test ................................................................................................ 49
3.9 Final amendment to the questionnaire .................................................................. 51
3.10 Quantitative data analysis ................................................................................... 60
3.11 Measurements ..................................................................................................... 60
3.11.1 Cross-tabulation analysis ............................................................................. 60
3.11.2 Calculating of Relative Importance Index (RII) of Factors ......................... 61
3.11.3 Factor analysis ............................................................................................. 61
3.11.3.1 Type of factor analysis ......................................................................... 61
3.11.3.2 Methods of factoring ............................................................................ 62
3.11.3.3 The distribution of data ........................................................................ 62
3.11.3.4 Validity of sample size ......................................................................... 62
3.11.3.5 Validity of correlation matrix (correlations between variables) ........... 62
3.11.3.6 Kaiser-Meyer-Olkin (KMO) and Bartlett's Test as a measure of
appropriateness of factor analysis....................................................................... 62
3.11.3.7 Determining the number of factors ....................................................... 63
3.11.3.8 Mathematical validity of factor analysis .............................................. 63
3.11.4 Normal distribution ...................................................................................... 63
3.11.5 Homogeneity of variances (Homoscedasticity) ........................................... 64
x
3.11.6 Parametric tests ............................................................................................ 64
3.11.6.1 Pearson's correlation coefficient ........................................................... 64
3.11.6.2 Independent Samples t-test ................................................................... 65
3.11.6.3 One-way Analysis of Variance (One-way ANOVA)/ (F-test) ............. 65
3.11.6.4 Scheffé's method (Multiple-Comparison procedure) ........................... 65
3.12 Summary............................................................................................................. 65
Chapter 4: Results and discussion ...............................................................................72
4.1 Respondents‘ profiles ........................................................................................... 72
4.2 The way of implementing work by respondents .................................................. 73
4.3 The awareness level of BIM ................................................................................. 75
4.4 The importance of BIM functions ........................................................................ 78
4.4.1 RII of BIM functions ..................................................................................... 78
4.4.2 Factor analysis results of BIM functions ....................................................... 82
4.4.2.1 Appropriateness of factor analysis ......................................................... 82
4.4.2.2 The extracted factors .............................................................................. 89
4.5 The value of BIM benefits .................................................................................... 93
4.5.1 RII of BIM benefits ....................................................................................... 93
4.5.2 Factor analysis results of BIM benefits ......................................................... 98
4.5.2.1 Appropriateness of factor analysis ......................................................... 98
4.5.2.2 The extracted factors ............................................................................ 107
4.6 The strength of BIM barriers .............................................................................. 113
4.6.1 RII of BIM barriers ...................................................................................... 113
4.6.2 Factor analysis results of BIM barriers ........................................................ 117
4.6.2.1 Appropriateness of factor analysis ....................................................... 117
4.6.2.2 The extracted factors ............................................................................ 126
4.7 Test of research hypotheses ................................................................................ 132
4.7.1 The correlation between the awareness level of BIM and BIM barriers ..... 133
4.7.2 The correlation between the importance of BIM functions and BIM barriers
.............................................................................................................................. 134
4.7.3 The correlation between the value of BIM benefits and BIM barriers ........ 135
4.7.4 The correlation between the awareness level of BIM by the professionals and
the importance of BIM functions .......................................................................... 136
4.7.5 The correlation between the awareness level of BIM by the professionals and
the value of BIM benefits ..................................................................................... 137
xi
4.7.6 Hypothesis related to respondents‘ profiles (respondents analysis) ............ 138
4.7.6.1 An analysis taking into account the gender .......................................... 138
4.7.6.2 An analysis taking into account the educational qualification ............. 139
4.7.6.3 An analysis taking into account the study place ................................... 140
4.7.6.4 An analysis taking into account the specialization ............................... 141
4.7.6.5 An analysis taking into account the nature of the workplace ............... 143
4.7.6.6 An analysis taking into account the location of the workplace ............ 145
4.7.6.7 An analysis taking into account the current field/ the present job ........ 147
4.7.6.8 An analysis taking into account the years of the experience ................ 148
Chapter 5: Conclusions and recommendations ........................................................152
5.1 Summary of the research .................................................................................... 152
5.2 Conclusions of the research objectives, questions, and hypotheses ................... 152
5.2.1 Outcomes related to objective one ............................................................... 152
5.2.2 Outcomes related to objective two .............................................................. 153
5.2.3 Outcomes related to objective three ............................................................ 153
5.2.4 Outcomes related to objective four .............................................................. 154
5.2.5 Outcomes related to objective five .............................................................. 154
5.3 Recommendations .............................................................................................. 161
5.3.1 Education and training to increase BIM awareness and interest ................. 161
5.3.2 Change organizational culture ..................................................................... 162
5.3.3 Provide appropriate governmental support .................................................. 163
5.4 Research benefits to knowledge and the AEC industry ..................................... 163
5.5 Limitations and future studies ............................................................................ 164
References ....................................................................................................................166
Appendix A: Questionnaire (English) .......................................................................177
Appendix B: Questionnaire (Arabic) .........................................................................184
Appendix C: Correlation coefficient ..........................................................................192
xii
List of tables
Table (2.1): BIM features ................................................................................................12
Table (2.2): Examples of BIM functions; (Source: Baldwin, 2012) ...............................16
Table (2.3): Summary of BIM functions .........................................................................17
Table (2.4): Benefits of BIM during preconstruction; design; construction; and post
construction of a building project; (Eastman et al., 2008; 2011) ....................................21
Table (2.5): Summary of BIM benefits ...........................................................................26
Table (2.6): Summary of BIM barriers ............................................................................37
Table (3.1): The used quantifiers for the rating scale (the five-point Likert scale) in each
of the second, third, fourth and fifth fields of the questionnaire .....................................44
Table (3.2): Results of the face validity ..........................................................................44
Table (3.3): Results of pre-testing the questionnaire .......................................................47
Table (3.4): Structure validity of the questionnaire .........................................................49
Table (3.5): Split-Half Coefficient method .....................................................................50
Table (3.6): Cronbach‘s Coefficient Alpha for reliability (Cα) ......................................50
Table (3.7): A summary illustrates how items were obtained for each field in the
questionnaire ....................................................................................................................52
Table (3.8): List of the items of BIM functions for the final questionnaire ....................53
Table (3.9): List of the items of BIM benefits for the final questionnaire ......................54
Table (3.10): List of the items of BIM barriers for the final questionnaire .....................56
Table (3.11): Skewness and Kurtosis results ...................................................................64
Table (3.12): The summary of the methodology .............................................................66
Table (4.1): The respondent‘s profile ..............................................................................72
Table (4.2): The awareness level of BIM by the professionals in the AEC industry ......75
Table (4.3): The importance of BIM functions ...............................................................79
Table: (4.4): Correlations between items/ variables of BIM functions ...........................84
Table: (4.5) KMO and Bartlett's test for items/ variables of BIM functions ...................84
Table: (4.6) Communalities of BIM functions ................................................................85
Table (4.7): Total Variance Explained of BIM functions ...............................................86
Table (4.8): Results of factor analysis for BIM functions ...............................................89
Table (4.9): The value of BIM benefits ...........................................................................94
Table: (4.10a): Correlations between items/ variables of BIM benefits........................100
xiii
Table: (4.10b): Correlations between items/ variables of BIM benefits .......................101
Table: (4.11) KMO and Bartlett's test for items of BIM benefits .................................101
Table: (4.12) Communalities of BIM benefits ..............................................................102
Table (4.13): Total variance Explained of BIM benefits ...............................................104
Table (4.14): Results of factor analysis for BIM benefits .............................................106
Table (4.15): The strength of BIM barriers ...................................................................113
Table: (4.16): Correlations between items/ variables of BIM barriers ..........................120
Table: (4.17) KMO and Bartlett's test for items/ variables of BIM barriers .................120
Table: (4.18) Communalities of BIM barriers ...............................................................121
Table (4.19): Total variance Explained of BIM barriers ...............................................123
Table (4.20): Results of factor analysis for BIM barriers ..............................................125
Table (4.21): The correlation coefficient between the awareness level of BIM by the
professionals and BIM barriers in the AEC industry in Gaza strip ...............................134
Table (4.22): The correlation coefficient between the importance of BIM functions and
BIM barriers in the AEC industry in Gaza strip ............................................................135
Table (4.23): The correlation coefficient between the value of BIM benefits and BIM
barriers in the AEC industry in Gaza strip ....................................................................135
Table (4.24): The correlation coefficient between the awareness level of BIM by the
professionals in the AEC industry in Gaza strip and the importance of BIM functions
.......................................................................................................................................136
Table (4.25): The correlation coefficient between the awareness level of BIM by the
professionals in the AEC industry in Gaza strip and the value of BIM benefits ...........137
Table (4.26): Results of Independent samples t-test regarding the gender of the
respondents ....................................................................................................................138
Table (4.27): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
educational qualification of the respondents .................................................................139
Table (4.28): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
study place of the respondents .......................................................................................141
Table (4.29): Results of Scheffe test for multiple comparisons due to the study place of
the respondents for the field of ―The importance of BIM functions‖ ...........................141
Table (4.30): Results of Scheffe test for multiple comparisons due to the study place of
the respondents for all the fields of ―the investigation into BIM application in the AEC
industry in Gaza strip‖ ...................................................................................................141
xiv
Table (4.31): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
specialization of the respondents ...................................................................................142
Table (4.32): Results of Scheffe test for multiple comparisons due to the specialization
of the respondents for the field of ―The awareness level of BIM by the professionals‖
.......................................................................................................................................143
Table (4.33): Results of Scheffe test for multiple comparisons due to the specialization
of the respondents for all fields of ―The investigation into BIM application in the AEC
industry in Gaza strip‖ ...................................................................................................143
Table (4.34): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
nature of the workplace for the respondents ..................................................................144
Table (4.35): Results of Scheffe test for multiple comparisons due to the nature of the
workplace of the respondents for the field of ―The awareness level of BIM by the
professionals‖ ................................................................................................................145
Table (4.36): Results of Scheffe test for multiple comparisons due to the nature of the
workplace of the respondents for the field of ―The importance of BIM functions‖ .....145
Table (4.37): Results of Scheffe test for multiple comparisons due to the nature of the
workplace of the respondents for all fields of ―The investigation into BIM application in
the AEC industry in Gaza strip‖ ....................................................................................145
Table (4.38): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
location of the workplace of the respondents ................................................................146
Table (4.39): Results of Scheffe test for multiple comparisons due to the location of the
workplace of the respondents for the field of ―The awareness level of BIM by the
professionals‖ ................................................................................................................147
Table (4.40): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
current field/ present job of the respondents .................................................................147
Table (4.41): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
years of experience of the respondents ..........................................................................149
Table (4.42): Results of Scheffe test for multiple comparisons due to the years of
experience of the respondents for the field of ―The awareness level of BIM by the
professionals‖ ................................................................................................................150
Table (4.43): Results of Scheffe test for multiple comparisons due to the years of
experience of the respondents for the field of ―The importance of BIM functions‖ .....150
Table (4.44): Results of Scheffe test for multiple comparisons due to the years of
experience of the respondents for the field of ―The value of BIM benefits‖ ................150
xv
Table (4.45): Results of Scheffe test for multiple comparisons due to the study place of
the respondents for all fields of ―The investigation into BIM application in the AEC
industry in Gaza strip‖ ...................................................................................................150
Table (5.1): summary of the findings of the study ........................................................156
Table (C1): The correlation coefficient between each paragraph/ item in the field and
the whole field (The first field is the awareness level of BIM by the professionals) ....193
Table (C2): The correlation coefficient between each paragraph in the field and the
whole field (The second field is the importance of BIM functions) .............................193
Table (C3): The correlation coefficient between each paragraph in the field and the
whole field (The third field is the value of BIM benefits) ............................................194
Table (C4): The correlation coefficient between each paragraph in the field and the
whole field (The fourth field is the strength of BIM barriers).......................................195
xvi
List of figures
Figure (1.1): Hypotheses model (Source: The researcher, 2015) ......................................6
Figure (4.1): Percentage of implementation the work by using 3D programs ................74
Figure (4.2): The used software tool by respondents to carry out projects .....................75
Figure (4.3): RII of statements (A1 to A9) used to assess the awareness level of BIM ..76
Figure (4.4): RII of BIM functions (F1 to F16) ...............................................................80
Figure (4.5): The three components (factors) of BIM functions .....................................86
Figure (4.6): Scree plot for factors of BIM functions......................................................87
Figure (4.7): RII of BIM benefits (BE1 to BE 26) ..........................................................96
Figure (4.8): The four components (factors) of BIM benefits .......................................103
Figure (4.9): Scree plot for factors of BIM benefits ......................................................105
Figure (4.10): RII of BIM barriers (BA 1 to BA 18) .....................................................115
Figure (4.11): The four components (factors) of BIM barriers .....................................122
Figure (4.12): Scree plot for factors of BIM barriers ....................................................124
Figure (4.13): Hypotheses model (Source: The researcher, 2015) ................................133
xvii
List of abbreviations
Abbreviation The interpretation of the abbreviation
AEC Architecture, Engineering, and Construction
MEP Mechanical, Electrical and Plumbing
BIM Building Information Model/ Modeling/ Management
BIM(M) Building Information Modeling and Management
CAD Computer Aided Design
D Dimensional
2D Two dimensions: x, y
3D Three-dimensional: x, y, z (the height, length, and width)
4D Four-dimensional; 3D model connected to a time line (fourth
dimension)
5D Five-dimensional; 4D model connected to cost estimations (fifth
dimension)
6D Six-dimensional; 6D model which is 5D plus site (sixth
dimension)
7D Seven-dimensional; 7D model: BIM for life cycle facility
management (seventh dimension)
nD A term that covers any other information
GIS Geographic Information System
CM Construction Management
QS Quantity Surveyors
RFI Requests For Information
ILM Infrastructure Lifecycle Management
ICT Information and Communications Technology
CBIMKM Construction BIM-based Knowledge Management
OSHA (in the US) Occupational Safety and Health Administration
USC University of Southern California
IT Information Technology
FM Facilities Management
CSCM Construction Supply Chain Management
UK The United Kingdom
USA The United States of America
US The United States
UAE The United Arab Emirates
SPSS Statistical Package for the Social Sciences
Cα Cronbach‘s coefficient alpha
RII Relative Importance Index
EFA Exploratory Factor Analysis
CFA Confirmatory Factor Analysis
PCA Principal Component Analysis
r Pearson product-moment correlation coefficient, or ―Pearson‘s
correlation coefficient‖
N Sample size
DF Degree of Freedom
Chapter 1
2
Chapter 1: Introduction
This chapter is aimed to give an introductory overview of the study that has been made.
The problem statement was presented according to the challenges faced by the
Architecture, Engineering, and Construction (AEC) industry in Gaza strip in Palestine
and also the study was justified. This chapter also included aim, objectives, key research
questions, hypotheses, delimitations of the study, research design, and research
contribution to knowledge as well as the outline of the thesis was included in this
chapter.
1.1 Background
Participants in the building process are constantly challenged to deliver successful
projects despite tight budgets, limited manpower, accelerated schedules, as well as
problems that regarding to the issue of waste, which is happening due to the fragmented
nature of the Architecture, Engineering, and Construction (AEC) industry (RCS, 2014;
Man and Machine, 2014).
The AEC industry has long sought to adopt techniques to decrease project cost, increase
productivity and quality, reduce project delivery time, and eliminate waste (Azhar et al.,
2008b). One of these techniques is Building Information Modeling (BIM). Azhar et al.
(2008a) said that BIM has recently attained widespread attention in the AEC industry.
Traditionally, Architectural design, Structural analysis, and construction management
are three separate steps with distinct objectives in building engineering activities. With
the prevalence of information technologies in the building industry, the combination of
design and construction activities can be achieved through the integration of BIM and
four-dimensional (4D) technology (Zhenzhong et al., 2008).
BIM is an inevitable development from 3D CAD (Malleson, 2013). BIM represents the
development and the use of the computer-generated n-dimensional (n-D) model to
simulate the design, construction, and operation of that facility. It is the process and
practice of virtual design and construction throughout its lifecycle (AGC, 2005; Lorch,
2012).
Hergunsel (2011) said that BIM is becoming a better-known established collaboration
process in the construction industry. The construction industry engagement with BIM
has primarily been as a common platform for information exchange between a multitude
of professionals, suppliers, and constructors. It is a platform to share knowledge and
communicate between project participants. This enhances and accelerates the dialogue
between various team members (Lorch, 2012).
Due to the different perceptions, background and experiences of researchers and
professionals in the AEC industry, they can define BIM in different ways
(Khosrowshahi and Arayici, 2012). For example, Gu and London (2010) said that BIM
is an information technology (IT) enabled approach that involves applying and
maintaining an integral digital representation of all building information for different
phases of the project lifecycle in the form of a data repository. On the other hand,
Eastman et al. (2008) emphasized that BIM is not only a tool, but also a process that
allows project team members to have an unprecedented ability to collaborate over the
3
course of a project, from early design to occupancy. Stebbins (2009) agreed that BIM is
a process rather than a piece of software. He clearly identified BIM as a business and
management decision. BIM implementation is strongly related to managerial aspects of
professional practices for different working styles and cultures (cited in Ahmad et al.,
2012).
BIM has a broad range of application cross the design; construction; and operation
process (Baldwin, 2012). BIM is important to develop the design process by managing
the changes in the design. It is efficient in checking and updating all the views (plans,
sections, and elevations) when any changes occur (CRC construction innovation, 2007).
BIM promises exponential improvements in construction quality and efficiency
(Ashcraft, 2008). In general, BIM is transforming the way Architects, Engineers,
contractors, and other building professionals work in the industry today (Mandhar and
Mandhar, 2013). The key benefit of BIM is its accurate geometrical representation of
the parts of a building in an integrated data environment (CRC Construction Innovation,
2007). The use of BIM can increase the value of a building, shorten the project duration,
provide reliable cost estimates, produce market-ready facilities, and optimize facility
management and maintenance (Eastman et al., 2011).
On the other hand, the realization of the benefits of BIM is contingent upon a proper
implementation of BIM at an organizational level and its integration at the industry
level (Khosrowshahi and Arayici, 2012). Previous studies showed that there are several
problems when implementing BIM in the very fragmented AEC industry and this is
connected with many different barriers hindering effective adoption of BIM (Lindblad,
2013; Mandhar and Mandhar, 2013). In general, the barriers for BIM adoption in the
AEC industry may be knowledge barriers, technical barriers, process barriers,
managerial barriers, legal barriers, cultural barriers, as well as barriers to education and
training (Fischer and Kunz, 2004; Becerik-Gerber et al., 2011; Both and Kindsvater,
2012; Khosrowshahi and Arayici, 2012; Löf and Kojadinovic, 2012).
1.2 Problem statement and research justification
The AEC industry is the most important industry in Gaza strip in Palestine due to the
urgent need for reconstruction after the frequent wars suffered by Gaza strip, especially
the recent war in the summer of 2014. In the meanwhile, the AEC industry, in turn,
suffers from many of complex problems even in the case that political outstanding
issues have been resolved. These problems make the achievement of the construction
and reconstruction processes more difficult.
For example, construction projects in Gaza strip suffer from many complex issues due
to the fragmented nature of the AEC industry and a lack of knowledge sharing as well
as a lack of communication between different professionals and stakeholders. These
problems can be observed between members of design teams, or even between
consultants and contractors. In addition, the rising costs of construction projects remain
the greatest problem the construction industry is facing now in Gaza strip. There are
also other factors that affect directly and negatively the AEC industry such as delay,
waste, lack of interest in the maintenance of buildings, and other issues that influence
the quality of the construction projects. Accordingly, there is a need to know how to
overcome these problems.
4
On the other hand, BIM has recently attained widespread attention in the AEC industry,
and its use is growing in this industry. The use of BIM goes beyond the planning and
design phase of the project. It is also important during the construction phase and for
post-construction phases and facility management (Azhar et al., 2008a; Eastman et al.,
2008; Eastman et al., 2011; Hardin, 2009). It promises exponential improvements in
construction quality and efficiency (Ashcraft, 2008). BIM is the collaboration process in
the AEC industry, where it is a platform to share knowledge and to communicate
between a multitude of professionals, suppliers, and constructors. This collaboration
enhances and accelerates the dialogue between various team members (Hergunsel,
2011; Lorch, 2012). Thus, BIM can be the information backbone of the whole AEC
industry and thus increase the value of the workflow processes. BIM controls the
accuracy of project estimates in terms of time and cost (Nassar, 2010). By implementing
BIM: risk is reduced, design is maintained, quality is controlled, the collaboration
between stakeholders is improved, and higher analytic tools are more accessible (CRC
for Construction Innovation, 2007). A growing number of case studies over the world
have shown the benefits of BIM to users who have used a building model to apply BIM
technology.
In spite of that, BIM has not been adopted by the AEC firms in Gaza strip just like
many other regions of the world. This prompts the need for research to identify how the
AEC firms in Gaza strip can adopt and implement BIM into their practices and projects
to have the ability to solve all the challenging problems in the AEC industry. This can
be achieved by a better understanding of BIM concept from the literature review.
Additionally, and through a field survey, it can be obtained by assessing the awareness
level of BIM by the professionals in the AEC industry in Gaza strip and by identifying
BIM functions and BIM benefits that would convince the professionals for adopting
BIM in the AEC industry in Gaza strip. This study is significant to investigate BIM
barriers that face BIM adoption in the AEC industry in Gaza strip.
1.3 Research aim, objectives, questions, and hypotheses
The aim of the research is to develop a clear understanding about BIM for identifying
the different factors that provide useful information to consider adopting BIM
technology in projects by practitioners in the AEC industry in Gaza strip. In achieving
this aim, five primary objectives have been outlined as follows:
Research objectives
1. To assess the awareness level of BIM by the professionals in the AEC industry
in Gaza strip.
2. To identify the top BIM functions that would convince the professionals for
adopting BIM in the AEC industry in Gaza strip.
3. To identify the top BIM benefits that would convince the professionals for
adopting BIM in the AEC industry in Gaza strip.
4. To investigate and rank the top BIM barriers which face the implementation of
BIM in the AEC industry in Gaza strip.
5. To study some hypotheses that might help to find solutions to adopting BIM in
the AEC industry in Gaza strip.
5
Key research questions
RQ 1: What is the level of the awareness of BIM by the professionals in the AEC
industry in Gaza strip?
RQ 2: Are the functions of BIM important from the viewpoint of the professionals
(according to the need for these functions) in the AEC industry in Gaza strip?
RQ 3: Are the benefits of BIM valuable from the standpoint of the professionals
(according to the need for these functions) in the AEC industry in Gaza strip?
RQ 4: Are BIM barriers affecting the adoption of BIM in the AEC industry in Gaza
strip?
RQ 5: What is the effect of the awareness level of BIM by the professionals on the
reduction of BIM barriers in the AEC industry in Gaza strip?
RQ 6: What is the effect of the importance of BIM functions on the reduction of BIM
barriers in the AEC industry in Gaza strip?
RQ 7: What is the effect of the value of BIM benefits on the reduction of BIM barriers
in the AEC industry in Gaza strip?
RQ 8: What is the effect of the awareness level of BIM by the professionals on
increasing the importance of BIM functions in the AEC industry in Gaza strip?
RQ 9: What is the effect of the awareness level of BIM by the professionals on
increasing the value of BIM benefits in the AEC industry in Gaza strip?
RQ 10: Are there differences in the answers of the respondents depending on the
demographic data of the respondents?
Research hypotheses
According to Figure (1.1), the study contains five hypotheses:
H1: There is an inverse relationship, statistically significant at α ≤ 0.05, between the
awareness level of BIM by the professionals and BIM barriers in the AEC industry in
Gaza strip.
H2: There is an inverse relationship, statistically significant at α ≤ 0.05, between the
importance of BIM functions and BIM barriers in the AEC industry in Gaza strip.
H3: There is an inverse relationship, statistically significant at α ≤ 0.05, between the
value of BIM benefits and BIM barriers in the AEC industry in Gaza strip.
H4: There is a positive relationship, statistically significant at α ≤ 0.05, between the
awareness level of BIM by the professionals and the value of BIM benefits in the AEC
industry in Gaza strip.
H5: There is a positive relationship, statistically significant at α ≤ 0.05, between the
awareness level of BIM by the professionals and the importance of BIM functions in the
AEC industry in Gaza strip.
6
H6: There are statistically significant differences attributed to the demographic data of
the respondents and the way of their work at the level of α ≤ 0.05 between the averages
of their views on the subject of the application of BIM in the AEC industry in Gaza
strip.
Figure (1.1): Hypotheses model (Source: The researcher, 2015)
1.4 Delimitations of the study
The study covers the following central aspects:
Knowledge: the study focuses on BIM adoption in the AEC industry in Gaza
strip in Palestine. It aimed only to develop a clear understanding about BIM for
identifying fundamental factors (the awareness level of BIM, the importance of
BIM functions, the value of BIM benefits, and the BIM barriers) which help to
consider adopting BIM technology in projects by the practitioners in the AEC
industry. According to that, an intensive literature review was conducted to
review the previous studies made in this field and dealt with these factors.
Approach and instrument: the research approach was a quantitative survey
research to measure objectives (Descriptive survey and Analytical survey). The
research technique was shaped as a questionnaire. The questionnaire aimed first
to meet the research objectives, to cover the central questions of the study, and
to collect all the necessary data that can support the results and discussion, as
well as help in putting recommendations.
Geographical: the study covers only the AEC industry in Gaza strip in Palestine.
Gaza strip consists of five governorates: the Northern Governorate, Gaza
Governorate, the Middle Governorate, KhanYounis Governorate and Rafah
Governorate.
BIM barriers
The importance of
BIM functions
The awareness level of BIM by the professionals
The value of
BIM benefits HI
H5 H4
H3 H2
7
Population and Sample: research population includes professionals in the AEC
industry (Architects, Civil Engineers, Mechanical Engineers, Electrical
Engineers, and any other professional with related specialization). 270 out of
275 copies of the questionnaire had been returned from the respondents.
Respondents were selected because of their convenient accessibility and
proximity to the researcher. The sample size was chosen to provide adequate
information on reliability and a certain degree of validity.
Time: The questionnaire survey (distribution and collection) was conducted in
2015 (January). It was terminated in a period not exceeding two weeks, to
remedy the delay that occurred during the preparation of the research. This delay
was due to the difficult circumstances during and after the recent war in the
summer of 2014.
1.5 Research design
To fulfill research objectives the following tasks were done:
It was initiated to identify the problem, define the problem, establish aim,
objectives, hypotheses and key research questions, and develop research
plan/strategy by deciding on the research approach and deciding on the research
technique.
An intensive literature review was conducted to review the previous studies
made in this field. It was performed by reading and note-taking from different
sources.
Based on the extensive literature reviews, a questionnaire was designed.
Face validity was conducted by experts in the fields of the AEC industry and
Statistics to see whether the questionnaire in this study appears to be valid or
not.
Pre-testing the questionnaire was done in two phases to make sure that the
questionnaire is going to deliver the right data and to ensure the quality of the
collected data. Each phase of the pre-testing has been tested with six
professionals in the AEC industry in Gaza strip.
A pilot study was conducted by distributing 40 copies of the questionnaire to
respondents from the target group to measure statistical validity and reliability of
the questionnaire.
After the pilot study, the questionnaire was adopted and was distributed to the
whole sample.
The collected data have been analyzed quantitatively by Statistical Package for
Social Science (SPSS) IBM version (22).
Findings were concluded, and appropriate graphical representations and tables
were obtained to understand and analyze results.
Recommendations were suggested through the conclusion of the research.
1.6 Contribution to knowledge
The research will add to the existing knowledge about BIM technology all over the
world. It is the first study that contributes significantly to consider BIM in Gaza strip in
Palestine and investigates into BIM application in the AEC firms to remedy all of their
severe problems. Additionally, this comprehensive study can provide a documentation
of reference for BIM situation in Palestine, especially in Gaza strip. It could be used as a
8
comparative guide for future development and broadening understanding to increase
knowledge of BIM and create a creative working environment.
1.7 Structure of the thesis
The research is divided into five chapters to create a good flow for the information. The
outline of the thesis is as the following:
Chapter 1: Introduction
This chapter explains the background of the research. It provides the introduction to
guide the reader into the research topic. The problem statement and justification of the
study, research aim, objectives, questions, hypotheses, research delimitations, research
design, research limitations, and research contribution to knowledge as well as the
outline of the thesis are included in this chapter.
Chapter 2: Literature review
This chapter discusses BIM with a particular focus on the concept, BIM characteristics,
BIM types, the awareness level and the usage. Besides, the possible benefits of BIM
adoption in the AEC industry in design, construction, operations and maintenance of an
asset. Finally, this chapter showed the different barriers and challenges to implementing
BIM in the AEC industry.
Chapter 3: Research methodology
This chapter presents the detailed research design and the method. The chapter also
explains the used technique in the analysis and issues related to data collection.
Chapter 4: Results and discussions
The findings are shown and discussed in chapter four. After results were analyzed, they
are presented, discussed and linked with the previous studies in this chapter.
Chapter 5: Conclusion and recommendations
According to the final results, recommendations and conclusion of the research are
discussed in chapter five.
References
Appendices
Chapter 2
10
Chapter 2: Literature review
The literature review is aimed to establish a theoretical understanding of the concept of
the Building Information Modeling (BIM) and the barriers limiting its adoption. It has
been used in two stages, first to assure the researcher understanding of the prior
knowledge in the subject, and secondly to be used in comparison with the empirical
data. The areas of interest for literature review are: BIM as a concept (definitions, the
awareness level of BIM, and BIM functions), benefits of BIM, and barriers to BIM
adoption. The sources have mainly been refereed academic research journals, refereed
conferences, dissertation/ theses, reports/ occasional paper/ white papers, government
publications, and books.
2.1 Understanding of BIM concept
BIM has been in use internationally for several years, and its use continues to grow. It is
one of the most promising developments in the Architecture, Engineering, and
Construction (AEC) industry and it has the potential to become the information
backbone of a whole new AEC industry (Eastman et al., 2011; Cheng and Ma, 2013;
Stanley and Thurnell, 2014). BIM is continuously developing as a concept because the
boundaries of its capabilities continue to expand as technological advances are made
(Joannides et al., 2012). BIM is now considered the ultimate in project delivery within
the AEC industry (Azhar et al., 2008a). It is motivating an extraordinary shift in the way
the construction industry functions. This fundamental change involves using digital
modeling software to more effectively design, build and manage projects (Nassar,
2010).
2.1.1 BIM: Definition and characteristics
First of all, it is important to note that the acronym BIM can be used to refer to: a (1)
product (building information model, meaning a structured dataset describing a building
for simulation, automation, and presentation); (2) a building process or activity
(building information modeling, meaning the act of creating a building information
model such as thinking, creating, scheduling and organization); and (3) a system
(building information management, meaning the business structures of work and
communication that increase quality and efficiency such as sharing, preservation,
querying the model, organization and maintaining) (NBIMS-US, 2007; Ahmad et al.,
2012; State of Ohio, 2010).
RIBA (2012) pointed out that BIM should be the abbreviation for ‗building information
management‘ and the term BIM(M) is alluding to ‗building information modeling and
management.‘ On the other hand, it must be known that there is no exact definition of
BIM; rather there are many ways of interpreting what BIM is. Khosrowshahi and
Arayici (2012) agreed with Eastman et al. (2011) and Hardin (2009) that BIM is defined
by various experts and organizations differently due to their perceptions, background,
and experiences. They defined it based on the specific way they work with BIM
(Abbasnejad and Moud, 2013).
BIM can be defined as the development and the use of a computer software model to
simulate the construction and operation of a facility. The resulting building information
11
model is a digital representation of physical and functional characteristics of a facility,
from which views appropriate to various users‘ needs. It serves as a shared knowledge
resource for information about a facility forming a reliable basis for decisions, as well
as supports collaboration between different stakeholders at different phases of the life
cycle (AGC, 2005; Smith, 2007; GSA, 2007; State of Ohio, 2010; NBIMS-US, 2012).
Gu and London (2010) had the same idea, where they said that BIM is an information
technology (IT) enabled approach that involves applying and maintaining an integral
digital representation of all building information for different phases of the project
lifecycle in the form of a data repository.
Dzambazova et al. (2009) defined BIM in a different way, which is the management of
information throughout the entire life cycle of a design process, from early conceptual
design through construction administration, and even into facilities. BIM, for some, is
merely a form of computable three-dimensional (3D) modeling (Ellis, 2006). Eastman
in the BIM Handbook, viewed BIM as more of human activity, i.e., modeling, instead of
seeing it as an object-oriented approach or being a particular software (Eastman et al.,
2011).
Smith et al. (2004) viewed BIM as an integrative process driven by 3D computable
digitized images and linked to Internet-based building cost information services.
Howard and Bjork (2008) emphasized on that by saying that BIM is the ability to
transfer information digitally throughout the construction process. Laiserin (2007)
participated in the same point of view, where Laiserin (2007) (cited in Schade et al.,
2011) defined BIM as a process to support communication (sharing data), collaboration
(acting on shared data), simulation (using data for prediction) and optimization (using
feedback to improve design, documentation and delivery).
From another point of view, Azhar (2011) agreed with Yan and Damin (2008) and
defined BIM as a new powerful technology, which has all the functions of 3D
computer-aided design (CAD) and constructs digitally an accurate virtual model of a
building. BIM has also been identified by the Causeway (2011) as a key component for
achieving the desired step change by transforming the information process right through
the life cycle of the built environment.
BIM can be defined with a more inclusive definition. For example, BIM can be defined
as the process of using information technology for sharing, modeling, evaluation,
collaboration, and management of a virtually building model within a building life cycle
(Ahmad et al., 2012). Hardin (2009) agreed with Smith and Tardiff (2009) and said that
BIM is a revolutionary CAD technology, and building process that has transformed the
way buildings are designed, analyzed, constructed, and managed. BIM model ties all the
components of a building together as objects embedded with information that tracks its
manufacture, cost, delivery, installation methods, labor costs, and maintenance (Smith
and Tardiff, 2009).
Building Smart (2010) defined BIM as a set of information that is structured in a way
that the data can be shared. BIM is a digital model of a building in which information
about a project is stored. It can be 3D; four-dimensional (4D) (integrating time); or even
five-dimensional (5D) (including cost); and right up to (nD) (a term that covers any
other information). Eastman et al. (2011) viewed BIM as a technology that constructs
digitally one or more accurate virtual models of a building to support design through its
12
phases, allowing better analysis and control than manual processes. These computer
generated models contain precise geometry and data needed to support the construction,
fabrication, and procurement activities through which the building is realized. In other
words, BIM, whether building information modeling or building information
management, is a technology that has improved the way structures are designed and
built. BIM, Therefore, for the purpose of this research, BIM can be defined through a
combination of multi-definitions, where it views as a managed process of using
information technology for collection, exploitation, and sharing of information on a
project. At its core is a computer-generated model that contains all the textual, graphical
and tabular data about the design, construction and operation of the facility. It is used
for modeling; simulation the construction; and evaluation. It supports collaboration;
operation of a facility; and management of a virtually building model within a building
life cycle (AGC, 2005; Smith, 2007; GSA, 2007; State of Ohio, 2010; NBIMS-US,
2012; Ahmad et al., 2012).
Features of BIM
Ahmad et al., (2012) identified seven keywords from 15 different definitions of BIM.
These keywords appeared at least three times in all the 15 different definitions of BIM.
The keywords were as follows: (a) Information; (b) Management; (c) Modeling; (d)
Process; (e) Technology; (f) Analysis; and (g) Collaboration. The keywords:
"Information"; "Modeling"; and "Process" had appeared more than any other feature of
BIM from the seven keywords.
Table (2.1) was tabulated by identifying the same previous seven keywords of Ahmad et
al. (2012), in addition to an eighth feature which is: "Simulation," which has appeared
in some BIM definitions as presented above. The total number of the definitions (that
have been shown above) is 16. The keywords appeared at least three times in all the last
16 different definitions of BIM.
Table (2.1): BIM features
BIM features
Reference
Info
rmat
ion
Man
agem
ent
Mo
del
ing
Sim
ula
tion
Pro
cess
Tec
hn
olo
gy
Anal
ysi
s
Coll
abo
rati
on
NBIMS-US (2007) √ √ √ √ √ √
State of Ohio (2010) √ √ √ √ √ √
AGC (2005) √ √ √
Smith (2007) √ √ √
GSA (2007) √ √ √
State of Ohio (2010) √ √ √
NBIMS-US (2012) √ √ √
Gu and London (2010) √ √ √
Dzambazova et al. (2008) √
Ellis (2006) √
Smith et al. (2004) √ √ √
Howard and Bjork (2008) √ √
Laiserin (2007) (cited in Schade et al., 2011) √ √ √
Azhar (2011) √ √ √
13
Table (2.1): BIM features
BIM features
Reference
Info
rmat
ion
Man
agem
ent
Mo
del
ing
Sim
ula
tion
Pro
cess
Tec
hn
olo
gy
Anal
ysi
s
Coll
abo
rati
on
Yan and Damin (2008) √ √ √
Causeway (2011) √ √ √
Ahmad et al. (2012) √ √ √ √ √ √ √
Hardin (2009) √ √ √ √ √
Smith and Tardiff (2009) √ √ √ √ √
Building Smart (2010) √ √ √ √
Eastman et al. (2011) √ √ √ √ √ √ √
Weygant (2011) √ √ √ √ √ √
2.1.2 Types of BIM
Many new terms, concepts and BIM applications have been developed such as 4D; 5D;
six-dimensional (6D); and seven-dimensional (7D). The (D) in the term of 3D BIM
means ―dimensional‖ and it has many different purposes for the construction industry.
Wang (2011) explained BIM types as the following:
3D: three-dimensional means the height, length, and width.
4D: 3D plus time for construction planning and project scheduling.
5D: 4D plus cost estimation.
6D: 5D plus site. This would require the integration of geographic information
system (GIS) and BIM. With the integration of GIS, all the items in the site model
would carry the exact location and elevation information (X, Y, Z) as they are in
the real construction world.
7D: BIM for life-cycle facility management.
Recent advances in BIM have disseminated the utilization of multidimensional nD CAD
information in the construction industry (Eastman et al., 2008; Jung and Joo, 2011). In
addition to the parametric properties of 3D BIM, the technology also has 4D and 5D
capabilities. Recent advancements in software have allowed contractors to add the
parameters of cost and scheduling to models to facilitate value engineering studies;
estimating and quantity take-offs; and even simulate project phasing (Holness, 2006).
2.1.3 The awareness level of BIM
There is a pressing demand for improved knowledge and understanding of BIM across
the AEC industry, according to many studies related to BIM. Lack of knowledge
regarding BIM has led to a slow uptake of this technology and ineffective management
of adoption (Mitchell and Lambert, 2013; NBS, 2013).
In general, many studies, such as Arayici et al. (2009); Khosrowshahi and Arayici
(2012); Elmualim and Gilder (2013); and Aibinu and Venkatesh (2014), concluded that
there is a lack of the awareness of BIM and its benefits in the field of construction
industry. They also found that there is a lack of the awareness of the business value of
BIM from a financial perspective. More precisely, there is a large lack of understanding
14
of BIM (the core concepts of BIM) and its practical applications throughout the life of
projects. There is also a lack of technical skills that professionals need to have for using
the BIM software as well as a lack of knowledge of how to implement the BIM software
to be helpful in construction processes.
In Hong Kong, Tse et al. (2005) revealed by research that BIM benefits were often
misunderstood or not known. Gu et al., (2008) and NBS (2012) said that BIM is quite
misunderstood across the board. Only 54% of the architectural practices are currently
aware of BIM (NBS, 2013). In the South Australian, Newton and Chileshe (2012) found
through their study that a significant proportion of respondents have little or no
understanding of the concept of BIM, and the usage was found to be very low. The
same finding was shown by Mitchell and Lambert (2013), where they said that people
in Australia suffer from a lack of knowledge about BIM and its distinctive capabilities
in the field of construction industry. Löf and Kojadinovic (2012) said that there is a
lack of guidelines on how to use and align BIM in the production phase of construction
projects in Sweden. Kassem et al. (2012) found through their study in the UK that there
is an overall lack of knowledge and understanding of what BIM is. Thurairajah and
Goucher (2013) study in the UK agreed with Kassem et al. (2012), but they found too
that cost consultants in the UK are aware of BIM.
On the contrary, there was an exception in a study conducted in Ireland by Crowley
(2013). It was directly relating to BIM awareness and use by quantity surveyors (QS)
profession. The outcomes of the questionnaire found that 73% of the sample (105
responses) were only aware of BIM without using it; 24% were aware of BIM and using
it in performing their job, and there was only 3% who were not aware of BIM.
2.1.4 How is BIM used?
At its most basic level, BIM provides three-dimensional visualization to owners. It also
used as a marketing tool for potential clients and designers can employ this technology
to demonstrate design ideas (Azhar et al., 2008a). Weygant (2011) viewed BIM as a
tool that is used for model analysis, clash detection, product selection, and whole project
conceptualization. Eastman et al. (2008) described the different uses of BIM in
construction as the followings:
A. 3D model
1. Model walkthroughs for both designers and contractors to identify and
resolve problems with the help of the model before walking on-site.
2. Clash detection; BIM enabled potential problems to be identified early in the
design phase and resolved before construction begins.
3. Project visualization provides a very useful and successful marketing tool by
making a simple schedule simulation of the building, which can show the
owner what the building will look like as construction progresses.
4. Virtual mock-up models; on large projects, BIM modeling enables virtual
mock-ups to be made for the owner for better understanding and making
decisions.
5. Prefabrication can be utilized greater with BIM. As a result, more
construction work can be performed offsite, cost efficiently, in controlled
factory conditions and then efficiently installed.
15
B. 4D time
1. Construction planning and management; BIM tools can be used to enhance
the planning and monitoring of health and safety precautions needed on-site
as the project progresses.
2. Schedule visualization; by watching the schedule visualization, project
members will be able to make decisions based upon multiple sources of
accurate real-time information.
C. 5D cost
1. Quantity take-offs; BIM model includes information that allows a contractor
to accurately and rapidly generate an array of essential estimating
information, such as materials; quantities and costs; size and area estimates.
As changes are made, estimating information automatically adjusts, allowing
greater contractor productivity.
2. Real-time cost estimating; In a BIM model, cost data can be added to each
object enabling the model to automatically calculate a rough estimate of
material costs. This enables designers to conduct value engineering.
D. 6D facilities management (FM)
1. Lifecycle management; BIM model that created by the designer and updated
throughout the construction phase, will have the capacity to become an ―as
built‖ model, which also can be delivered to the owner.
2. Data Capture; sensors can feedback and record data relevant to the
operation phase of a building, enabling BIM to be used to model and
evaluate energy efficiency, monitor a building's life cycle costs and optimize
its cost efficiency.
Likewise, Ashcraft (2008) presented how BIM is being used as follows: (1) single data
entry, multiple uses; (2) design accuracy; (3) consistent design bases (4) 3D modeling;
(5) conflict identification and resolution; (6) take-offs and estimating; (7) shop and
fabrication drawing; (8) visualization of alternative solutions and options; (9) energy
optimization; (10) constructability reviews and 4D simulations; (11) control fabrication
costs and errors; (12) facilities management; and (13) functional simulations.
Becerik-Gerber et al. (2011) assessed the current status of BIM implementation in
facility management (FM), potential applications, and the level of interest in the
utilization of BIM through face-to-face interviews that conducted with the support of
the FM group at the University of Southern California (USC) as well as an online
survey. Becerik-Gerber et al. (2011) recognized the application areas of FM that can be
implemented by BIM and can be beneficial as follow: (1) locating building component;
(2) facilitating real-time data access; (3) visualization and marketing; (4) checking
maintainability, where these maintainability studies can address the following areas:
accessibility, sustainability of materials, and preventive maintenance; (5) creating and
updating digital assets; (6) space management; (7) planning and feasibility studies for
non-capital construction; (8) emergency management; (9) controlling and monitoring
energy; and (10) personnel training and development.
Ku and Taiebat (2011), furthermore, investigated by an online survey among national
and regional U.S. construction companies to establish baseline information of the
16
current level of BIM implementations and capabilities of construction companies. Ku
and Taiebat (2011) found that companies utilize BIM in the following domain areas of
construction management: (1) constructability and visualization (the most used aspects
of BIM in all companies), where constructability tasks included clash detection for trade
coordination; (2) site planning; (3) database information management; (4) model-based
estimating; (5) cost control; and (6) 4D scheduling.
The Pennsylvania State University BIM execution planning guide defined twenty-five
distinct BIM functions. Branching into the specialist areas of BIM, one could argue that
there are much more. Building SMART International currently has over one hundred
BIM activities defined as individual information delivery manuals. Regardless of how
they are defined, BIM functions can be roughly grouped into five categories as shown in
Table (2.2) (Baldwin, 2012).
Table (2.2): Examples of BIM functions; (Source: Baldwin, 2012)
Category Examples of BIM functions
Design existing conditions modeling, spatial programming, model authoring, design
coordination
Analysis structural analysis, energy analysis, lighting analysis, model auditing, code
checking
Construction site utilization, construction sequencing 4D, cost estimation 5D, digital
fabrication, BIM-to-filed
Operation asset and space management, maintenance scheduling, facility expansion
Data
management
collaborative platforms, change management, issue reporting and tracking,
managing metadata, linking databases, interoperability and file exchange.
Gray et al. (2013) reported, through an electronic survey, patterns of BIM usage in
Australia and internationally (Korea, China, Indonesia, the United Kingdom (UK),
Canada, Brazil, India and the United States of America (USA). These patterns included
disciplinary users; project life cycle stages; technology integration including software
compatibility; and organizational issues such as human resources and interoperability.
The list of BIM uses included: (1) design visualization; (2) design assistance and
constructability review; (3) site planning and site utilization; (4) scheduling and
sequencing (4D); (5) cost estimating (5D); (6) integration of subcontractors and supplier
models; (7) systems coordination; (8) layout and fieldwork; (9) prefabrication; and (10)
operations and maintenance (including as-built records).
On the other hand, in Korea, Lee et al. (2014) summarized tasks that grounded under
the construction industry and can utilize BIM as follows: (1) 3D visualization
(Architectural/ Structural/ Mechanical, Electrical and Plumbing (MEP)); (2) clash
detection; (3) feasibility studies; (4) model-based quantity take-off and estimation; (5)
visualized scheduling 4D management; (6) environmental analysis or LEED
certification (energy efficiency/ sunshine/ CO2 emission analysis); (7) creation of shop
drawings and schedule management for installation of rebar/steel frame/curtain wall; (8)
visualized constructability review (material lifting operation planning/ temporary
resources installation); (9) visual and geospatial coordination for construction of
atypical shapes; and (10) creation of as-built model for facility management.
Based on the above, it can be said that BIM has a broad range of application: right cross
the design; construction; and operation process. It is often impractical for any single
BIM user to have expertise in all areas; nevertheless, it is important to be aware of the
17
areas of application and thus be able to select which BIM functions are most applicable
to one‘s own business (Baldwin, 2012). BIM is transforming the way that used by
Architects, Engineers, contractors, and other building professionals in the industry today
(Mandhar and Mandhar, 2013). Table (2.3) summarized the BIM functions according to
items that have been presented above.
Table (2.3): Summary of BIM functions
No. BIM Function Authors
A. Design
1 3D modeling Ashcraft (2008); Eastman et al. (2008);
Baldwin (2012)
2
3D model for walkthroughs/
visualization for designers
(Architecture/ Structure/ MEP)
Ashcraft (2008); Eastman et al. (2008);
Becerik-Gerber et al. (2011); Ku and Taiebat
(2011); Gray et al. (2013); Lee et al. (2014)
3 Functional simulations Ashcraft (2008)
4 Virtual mock-up models on large
projects
Eastman et al. (2008)
5
Spatial programming/ Visual and
geospatial coordination for construction
of atypical shapes
Baldwin ( 2012); Lee et al. (2014)
6 Creating and updating digital assets Becerik-Gerber et al. (2011); Baldwin (2012)
7 Design assistance Gray et al. (2013)
8 Consistent design bases Ashcraft (2008)
9 Feasibility studies/ feasibility studies for
non-capital construction
Becerik-Gerber et al. (2011); Lee et al. (2014)
B. Analysis
10 Structural analysis Baldwin ( 2012)
11 Lighting analysis Baldwin ( 2012); Lee et al. (2014)
12
Environmental analysis or LEED
certification (energy efficiency/
sunshine/ CO2 emission analysis)
Baldwin ( 2012); Lee et al. (2014)
13 Model auditing Baldwin ( 2012)
14 Code checking Baldwin ( 2012)
C. Construction
15 3D model walkthroughs/ visualization
for contractors
Eastman et al. (2008)
16
Visualized constructability reviews
(material lifting operation planning/
temporary resources installation)
Ashcraft (2008); Eastman et al. (2008); Ku
and Taiebat (2011); Gray et al. (2013); Lee et
al. (2014)
17 Prefabrication Eastman et al. (2008); Gray et al. (2013)
18
4D scheduling and sequencing (4D
simulations)
Eastman et al. (2008); Ku and Taiebat (2011);
Baldwin ( 2012); Gray et al. (2013); Lee et al.
(2014)
19 Cost estimation 5D Eastman et al. (2008); Baldwin ( 2012); Gray
et al. (2013)
20 Site planning and site utilization/
Layout and fieldwork
Ku and Taiebat (2011); Baldwin ( 2012); Gray
et al. (2013)
21 Planning and monitoring of health and
safety precautions needed on-site
Eastman et al. (2008)
22 Control fabrication costs and errors Ashcraft (2008); Ku and Taiebat (2011)
18
Table (2.3): Summary of BIM functions
No. BIM Function Authors
23
Model-based quantity take-offs
estimating information such as
materials; quantities and costs; size and
area estimates
Ashcraft (2008); Eastman et al. (2008); Ku
and Taiebat (2011); Lee et al. (2014)
24 Clash detection/ conflict identification
and resolution
Ashcraft (2008); Ku and Taiebat (2011); Lee
et al. (2014)
25 Shop and fabrication drawing Ashcraft (2008); Lee et al. (2014)
26 Integration of subcontractors and
supplier models
Gray et al. (2013)
D. Operation
27 Creation of as-built model for facility/
lifecycle management
Ashcraft (2008); Eastman et al. (2008); Lee et
al. (2014)
28 Locating building component Becerik-Gerber et al. (2011)
29 Marketing tool Becerik-Gerber et al. (2011)
30 Asset and space management Becerik-Gerber et al. (2011); Baldwin (2012)
31 Facility expansion Baldwin ( 2012)
32 Emergency management Becerik-Gerber et al. (2011)
33
Checking maintainability (accessibility,
sustainability of materials, and
preventive maintenance)/ Maintenance
scheduling
Becerik-Gerber et al. (2011); Baldwin (2012);
Gray et al. (2013)
34 Controlling and monitoring energy
efficiency
Ashcraft (2008); Eastman et al. (2008);
Becerik-Gerber et al. (2011)
35 Monitor a building's life cycle costs and
optimize its cost efficiency
Eastman et al. (2008)
36 Coordination of systems Gray et al. (2013)
37 Personnel training and development Becerik-Gerber et al. (2011)
E. Data Management
38 Single data entry multiple uses Ashcraft (2008)
39 Data capture; issue reporting and
tracking
Eastman et al. (2008); Baldwin ( 2012)
40 Database information management Ku and Taiebat (2011); Baldwin ( 2012)
41 Managing metadata Baldwin ( 2012)
42 Interoperability and file exchange Baldwin ( 2012); Gray et al. (2013)
43 Facilitating real-time data access Becerik-Gerber et al. (2011)
44 Collaborative platforms Baldwin ( 2012)
45 Change Management CRC construction innovation (2007); Baldwin
(2012)
2.2 Impact of BIM in the AEC/ FM industry
BIM reflects the current heightened transformation within the AEC industry and the FM
sector, offering a host of benefits from increased efficiency, accuracy, speed,
coordination, consistency, energy analysis, project cost reduction etc., to various
stakeholders from owners to Architects, Engineers, contractors and other built
environment professionals (Mandhar and Mandhar, 2013). BIM has far reaching
benefits in the AEC/FM industry in supporting and improving business practices
compared to traditional practices that are paper-based or two-dimensional (2D) CAD
(Eastman et al., 2011). BIM is becoming more and more necessary to manage complex
communication and information sharing processes in collaborative building projects.
BIM serves all the stakeholders, (e.g.: designer, contractor, owner and facility manager),
19
in designing, constructing, forecasting and budgeting (Weygant, 2011). A growing
number of design, engineering, and construction firms have made attempts to adopt
BIM to enhance their services and products (Sebastian and Berlo, 2010; Aibinu and
Venkatesh, 2013).
The adoption of BIM by the development community indicates an acceptance of its use
and acknowledgment of its potential to improve the integration between procurement
decisions and actual operational issues (Lorch, 2012). BIM comprises collaboration
frameworks and technologies for integrating process and object-oriented information
throughout the life cycle of the building in a multi-dimensional model (Sebastian and
Berlo, 2010). Utilization of BIM requires collaboration among the contracting parties
such as owners, Architects, Engineers, contractors, and facilities managers (Eastman et
al., 2011).
The use of BIM can increase the value of a building, shorten the project duration,
provide reliable cost estimates, produce market-ready facilities, and optimize facility
management and maintenance (Eastman et al., 2011). Sarno (2012) explored in greater
detail how various activities, grouped under the term ‗project lifecycle management‘
can be consistently linked to BIM. By integrating BIM with construction project
management and infrastructure lifecycle management (ILM) solutions, project
stakeholders can gain new efficiencies across the entire project lifecycle. In addition to
that, BIM model helps owners to achieve more control and more savings through the
use of BIM in project design and construction (Eastman et al., 2011).
For the AEC industry, BIM has been one of the most promising developments of our
times as it allows for the creation of an accurate virtual model containing precise
geometry and other relevant information aiding in modeling the entire lifecycle of a
building (Eastman et al., 2011). BIMs contain a rich information model (geometric,
topology and semantic details) related to the life cycle of a facility, and enable enhanced
communication, coordination, analysis, and quality control (McGraw-Hill Construction,
2008). The color of BIM is green, where using it properly will cut project time and
thereby energy use, as well as cost. BIM will reduce the waste of materials during
construction and building management and eventually assist in sustainable demolition.
Energy modeling can also minimize energy use over a building‘s life (Kolpakov, 2012).
BIM models allow for a previously unimaginable array of collaborative activities;
integrated inter-disciplinary design review, multi-model coordination and clash
detection, and real-time integration with other specialist disciplines for cost estimation,
construction management, etc. (Karlshøj, 2012).
2.2.1 Possible benefits of BIM adoption in the AEC/ FM industry
BIM benefits have been the subject of several research studies. The key benefit of BIM
is its accurate geometrical representation of the parts of a building in an integrated data
environment (CRC Construction Innovation, 2007). Barlish and Sullivan (2012)
provided a framework calculation model to determine the value of BIM. The developed
model is applied via three case studies within a large industrial setting where similar
projects are evaluated, some implementing BIM and some with traditional, non-BIM
approaches. Cost or investment metrics were considered along with benefit or return
metrics. The return metrics were: requests for information (RFIs); change orders; and
duration improvements. The investment metrics were: design and construction costs.
20
The findings indicated that there is a high potential for BIM benefits to be realized.
Actual returns and investments will vary with each project.
From their point of view, Azhar et al. (2008a) and Azhar et al. (2008b) represented
benefits of BIM as follows:
1. Faster and more effective processes: information is more easily shared; can be
value-added and reused.
2. Better design: building proposals can be rigorously analyzed; simulations can be
performed quickly and performance benchmarked; enabling improved and
innovative solutions.
3. Controlled whole-life costs and environmental data: environmental performance
is more predictable; lifecycle costs are better understood.
4. Better production quality: documentation output is flexible and exploits
automation.
5. Automated assembly: digital product data can be exploited in downstream
processes and be used for manufacturing/assembling of structural systems.
6. Better customer service: proposals are better understood through accurate
visualization.
7. Lifecycle data: requirements, design, construction and operational information
can be used in facilities management.
Allen Consulting Group (2010) has highlighted the potential benefits to be gained from
the adoption of BIM technology. These included the following: (a) improved
information sharing; (b) enhanced productivity through time and cost savings; (c)
improved quality; (d) increased sustainability; (e) support decision making; and (f) labor
market improvements.
Fast and simple material quantity take-offs represent an efficient method of checks and
balances and often reduce bidding time (Holness, 2006). The BIM users‘ perception
concerning the benefits of BIM features to Quantity Surveyors (QS), (also referred to as
cost consultants or cost Engineers), was investigated in Australia by Aibinu and
Venkatesh (2013). Data collected from a web-based survey of 180 QS firms with 40
responses and two in-depth interviews. Findings from the study showed that: (1) time
savings is the most important perceived benefit nominated by 80% of the respondents. It
reduces labor intensive quantity take-off and increases the ability to identify and advise
the design team on elements exceeding the cost target. Other benefits listed are (2)
increasing visualization (nominated by 40% of respondents), and (3) increasing
productivity (nominated by 20% of the respondents).
Likewise, and based on structured interviews with the quantity surveyors in Auckland,
Stanley and Thurnell (2014) found that 5D BIM provides advantages over traditional
forms of quantity surveying by increasing efficiency, improving visualization of
construction details, and earlier risk identification. More precisely, Stanley and Thurnell
(2014) pointed out that benefits of 5D BIM for quantity surveying can sum up in: (1)
increasing visualization; (2) enhancing collaboration on projects as people need to work
together to make the models effective; (3) improving project quality and BIM data
quality; (4) making project conceptualization easier; (5) increasing analysis capability;
(6) improving efficiency of take-offs during budget estimate stage; (7) improving
efficiency of cost planning during detailed cost plan stage; (8) improving risk
21
identification to be available in earlier stage; (9) increasing ability to resolve requests
for information (RFIs) in real time; and (10) improving estimating and project options.
Khosrowshahi and Arayici (2012), in a questionnaire survey amongst the major
contractors in the UK and interviews with high profile organizations in Finland geared
toward establishing issues can be overcome by BIM implementation, recognized the
following eight benefits: (1) reduce error, rework and waste for better sustainability for
design and construction; (2) improve risk management; (3) removal of waste from
process; (4) improve lean construction and design; (5) improve the whole lifecycle asset
management, better facility management/asset management; (6) ability to better deal
with client made changes to the design and the lifecycle implications of these; (7)
gaining supply-chain support in producing documentation and supply-chain skill set;
and (8) construction management appreciation of the use of technology.
Newton and Chileshe (2012) conducted a study to achieve two objectives which are
related to BIM awareness and benefits among the stakeholders of the South Australian
construction industry. A field study was conducted with a randomly selected sample of
twenty-nine construction organizations. Ten of BIM benefits were used, and survey
response data were collected using structured questionnaires. About the awareness and
usage, the findings indicated that a significant proportion of respondents have little or
no understanding of the concept of BIM and the usage was found to be very low. The
benefits summed up in (a) improved constructability; (b) improved visualization; (c)
improved productivity; and (d) reduced clashes as the highly ranked benefits associated
with BIM adoption.
2.2.2 Benefits of BIM during design, construction, facilities and operations, and
maintenance of a building project
This section of exploring the previous studies, which related to BIM, looks at the
various benefits of using BIM and shows how much the various stakeholders can gain
from going beyond the traditional 2D CAD approach throughout the different stages of
construction (preconstruction, design, fabrication and construction, and post
construction as operation and maintenance). Eastman, in the BIM Handbook, described
BIM as an innovative way to preconstruction; design; construction; and post
construction of a building project in comparison to the traditional way of drawing
(Eastman et al., 2008; 2011). Table (2.4) summarized BIM benefits according to
Eastman et al. (2008; 2011).
Table (2.4): Benefits of BIM during preconstruction; design; construction; and post
construction of a building project; (Eastman et al., 2008; 2011)
BIM benefits A. Preconstruction benefits to owner
1. The concept, feasibility, and design benefits
2. Increased building performance and quality
3. Improved collaboration using integrated project delivery
B. Design benefits 1. Earlier and more accurate visualizations of design 2. Automatic low-level corrections when changes are made to design 3. Generation of accurate and consistent 2D drawings at any stage of the design 4. The earlier collaboration of multiple design disciplines 5. Easy verification of consistency to the design intent
22
Table (2.4): Benefits of BIM during preconstruction; design; construction; and post
construction of a building project; (Eastman et al., 2008; 2011)
BIM benefits 6. Extraction of cost estimates during the design stage 7. Improvement of energy efficiency and sustainability
C. Construction and fabrication benefits
1. Use of design model as a basis for fabricated components 2. Quick reaction to design changes 3. Discovery of design errors and omissions before construction 4. Synchronization of design and construction planning 5. Better implementation of lean construction techniques
6. Synchronization of procurement with design and construction
D. Post construction benefits
1. Improved commissioning and handover of facility information
2. Better management and operation of facilities
3. Integration with facility operation and management systems
2.2.2.1 BIM benefits related to the design phase of a project
The construction industry is widely being criticized as a fragmented industry. There are
mounting calls for the industry to change and to use technologies that enable to integrate
processes of design, construction, and across the supply chain. According to that, a
questionnaire survey conducted by Elmualim and Gilder (2013) to ascertain the change
in the construction industry concerning design management, innovation, and the
application of BIM as cutting edge pathways for collaboration. The questionnaire
survey was distributed and answered by respondents in the UK with other respondents
representing Europe, USA, India, Ghana, China, Russia, South Africa, Australia,
Canada, Malaysia and United Arab Emirates (UAE). The respondents to the survey
were from an array of designations across the construction industry such as construction
managers, designers, Engineers, design coordinators, design managers, Architects,
Architectural Technologists, and Surveyors. As a result, there was a general agreement
by most respondents that the design team was responsible for design management in
their organization and BIM technologies provide a new paradigm shift in the way
buildings are designed, constructed, and maintained. This paradigm shift calls for
rethinking the curriculum for educating building professionals, collectively.
With BIM, efficiencies through the design process are becoming clearer. The biggest
single gain would seem to be simple coordination of components using clash detection
software combined with a virtual build, which means mistakes are identified before
work commences on site. BIM will also demand increased attention to the selection of
components at the earliest stage (Lorimer, 2011). The client can get a better scope and
nature of the design and construction with BIM visualization (Ahmad et al., 2012).
Traditionally, quantity take-offs and cost estimating occur late in the design stages. The
use of BIM enables these estimates to occur early on and to be continuously updated as
changes are made to the model (Ashcraft, 2008).
The different stakeholders can find benefits from using BIM. The model developed
using BIM helps owners visualize the spatial organization of the building as well as
understand the sequence of construction activities and project duration (Eastman et al.,
2011). Architects benefit from BIM‘s capability of creating 3D renderings, graphically
accurate models, and sets of construction documents. The use of BIM prevents costly
delays due to inaccurate drawings. The Architects can use the as-built models if they
23
need to work on the renovation, addition, or alteration of a building. BIM is also
beneficial to the design and installation of MEP services on any construction project
systems as well as their coordination with other building systems. The adoption of BIM
can also help Civil Engineers to quickly analyze and compare several design
alternatives (Holness, 2006).
Decisions early in the design process have a significant impact on the life cycle
performance of a building and with the rising cost of energy and growing environmental
concerns; the demand for sustainable buildings with minimal environmental impact is
increasing (Schade et al., 2011; Azhar and Brown, 2009). According to that, Schade et
al. (2011) proposed a decision-making framework using a performance-based design
process in the early design phase. It is developed to support decision-makers to take
informed decisions regarding the life cycle performance of a building. The benefits of
this BIM-based design include that such information as building geometry, structure,
material, installation and functional use is stored in the BIM model. This BIM-based
design reduces time and cost for analysis of energy performance for the building. Upon
to energy savings, Park et al. (2012) in Korea sought to build a BIM-based system that
can assess the energy performance of buildings.
In recent years there is a global trend towards sustainable development in the AEC
industry (Cheng and Ma, 2013). The crossover between sustainability and BIM is
significant. Both seek to reduce waste, optimize building performance, and promote
lean construction and integrate practices. Consequently, there is a tremendous advantage
in the integration of green and BIM processes, however, as both domains are broad
(covering design to operation); complex (engaging virtually every discipline in the
construction process); and continually developing, this is no easy undertaking
(Kolpakov, 2012). The combination of sustainable design strategies and BIM
technology has the potential to change the traditional design practices and to produce a
high-performance facility design (Azhar and Brown, 2009). One such effort on the
Columbia campus of the University of South Carolina resulted in approximately
$900,000 savings over the next ten years at current energy costs (Gleeson, 2008) (cited
in Azhar and Brown, 2009).
Krygiel et al. (2008) indicated that BIM could aid in the following aspects of
sustainable design: (1) building orientation (to select the best building orientation that
results in minimum energy costs); (2) building massing (to analyze building form and
optimize the building envelope); (3) daylighting analysis, water harvesting (to reduce
water needs in a building); (4) energy modeling (to reduce energy needs and analyze
renewable energy options such as solar energy); and (5) sustainable materials (to reduce
material needs and to use recycled materials).
In the same context, Azhar and Brown (2009), through his study, sought to achieve
many objectives. One of them was to determine the current state and benefits of BIM-
based sustainability analyses. Necessary data were collected via a (1) questionnaire
survey, which was distributed via a web-based service; (2) a case study; and (3) semi-
structured interviews. Azhar and Brown (2009) found that the most common analyses
were found to be: (1) energy analysis; (2) daylighting; (3) solar analysis; (4) building
orientation analysis; (5) massing analysis; and (6) site analysis.
24
On the other hand, one of the most important features of the BIM for designers is the
possibility of integration with GIS. Abukhater (2013) summarized benefits of this
integration as follows: (1) manage end-to-end planning and design workflows; (2)
generate, visualize and evaluate planning alternatives in the context of the real world;
and (3) perform what-if analysis integrating 2D and 3D data. In his paper, Irizarry et al.
(2013) presented an integrated BIM-GIS system for visualizing the supply chain process
and the actual status of materials through the supply chain (manifesting the flow of
materials, availability of resources, and ―map‖ of the respective supply chains visually).
BIM has the capability to accurately provide a detailed takeoff in an early phase of the
procurement process, and GIS supports the wide range of spatial analysis that used in
the logistics perspective (warehousing and transportation) of the construction supply
chain management (CSCM).
2.2.2.2 BIM benefits during the construction phase
Although much focus has been given to designer‘s use of BIM, contractors are also
using BIM to support various construction management (CM) functions (Nepal et al.,
2012). Ahmad et al. (2012) said that BIM is used more (higher percentage of use) on the
construction compare to the design phase; perhaps BIM is effective in achieving quality
and efficiency in construction management. Farnsworth et al. (2014) emphasized that
BIM has become an integral part of commercial construction processes in recent years.
Through a survey over the phone with participants for asking them a series of questions
about BIM use within their companies, Farnsworth et al. (2014) explored the
advantages and effects of using BIM within commercial construction by each of the
different employee levels. The top advantages of using BIM were as follows: (1)
improve communication; (2) more accurate scheduling; (3) improve coordination; (4)
improve visualization; (5) clash detection; (6) more accurate cost estimation; and (7)
performing quantity takeoffs accurately.
Regarding the effects of using BIM, companies reported a positive impact on
profitability, time of construction, and marketing. According to a survey conducted by
McGraw-Hill Construction in 2009, BIM enables a transparent, legitimate, and
collaborative process by differentiating competitors, decreasing project duration and
cost, and increasing productivity and return on investment. Seventy-three percent of
users felt that BIM had a positive impact on their companies‘ productivity. The more
experienced the user, the more valuable the BIM process because the company can
efficiently utilize all of the benefits of BIM (McGraw-Hill Construction, 2009). Add to
that, Weygant (2011); Succar (2009); Hardin (2009); Eastman et al. (2008, 2011);
agreed that 4D and 5D modeling help clients and contractors in making informed
decisions, by estimation, coordination and scheduling the construction process.
Holness (2006), furthermore, explained that the use of clash detection through BIM
helps to resolve conflicts early in the design stage, that is, before construction starts. As
a result, change orders due to design errors are virtually avoided. A schedule of
construction activities can be accurately prepared and visualized using BIM. As the
model developed using BIM is up-to-date and limits errors due to miscommunication
between Architects, Engineers, and constructors, cost estimation is also more accurate.
Nassar (2010) examined the effect that BIM can have on the accuracy of project
estimates in terms of time and cost. An analytical approach was taken to quantify the
potential increase in accuracy. The results proved that BIM would increase the precision
25
and accuracy of the quantity aspect of the estimate and it may very well also impact the
precision and accuracy of the productivity aspect.
The construction industry engagement with BIM has primarily been in the use as a
common platform for information exchange between a multitude of professionals,
suppliers, and constructors. This engagement typically involves a shared model for a
proposed design with inputs from various team members. This BIM model enhances
and accelerates the dialogue between various team members (Lorch, 2012). Lin (2014),
in his paper, addressed the application of knowledge management in the construction
phase of construction projects and prepossessed a construction BIM-based knowledge
management (CBIMKM) system for general contractors. The CBIMKM is applied in
selected case studies of a construction building project in Taiwan to demonstrate the
effectiveness of sharing knowledge in the 3D environment. By applying the BIM
approach, all participants in a project can share and reuse explicit and tacit knowledge
through the 3D CAD-based knowledge map.
According to a report conducted in 2009 by McGraw-Hill Construction, 80% of
contractors in the UK believed that sustainable waste management would become an
important practice by 2014; an increase of 19% compared to five years ago (McGraw-
Hill Research and Analytics, 2009). Cheng and Ma (2013) developed a waste estimation
system leveraging the BIM technology. This system can not only serve as a waste
estimation tool before demolition or renovation but also serve as a tool to calculate
waste disposal charging fee and pickup truck requirements.
Furthermore, the growing implementation of BIM in the AEC/FM industry is changing
the way that safety can be approached. Significant time and economic resources are lost
when workers are injured on the job sites (Zhang et al., 2013). Zhang and Hu (2011), in
their study, proposed a new approach for conflict and safety analysis during
construction through the integration of construction simulation, 4D construction
management, and safety analysis. It presented by a 4D structural information model,
which combines the advantages of 4D technology and BIM and it provides an accurate
representation of construction procedure, as well as any changing of the construction
plan. Moreover, all construction activities are involved in the proposed information
model, therefore supporting 4D dynamic structural safety analysis.
Later, Qi et al. (2013) conducted research to explore how BIM technology can be used
to enhance construction worker safety. They were developed using the BIM server and
Solibri model checker software platforms respectively. This research contributed to the
body of knowledge by developing these application tools which can be used to
automatically check for fall hazards in building information models and in providing
design alternatives to users. They can be used by Architects/Engineers during the design
process or by constructors before commencing construction work. In addition to that,
Zhang et al. (2013) outlined a framework for a rule-based checking system for safety
planning and simulation by integrating BIM and safety. It was developed based on
occupational safety and health administration (OSHA)'s fall protection rules and other
construction best practices in safety and health. The automated safety-rule model
checker showed the very good capability of practical applications in building modeling
and planning of work tasks related to fall protection.
26
2.2.2.3 BIM benefits during facilities, operations and maintenance of a building
project
BIM is also used in managing existing facilities, by fully modeling and linking the
structure to the virtual model. By this way, energy consumption and operational faults
can be detected from the model for management purposes. The Sydney-Opera House is
currently managed using a BIM model for FM (Ahmad et al., 2012). BIM holds
promise for creating value for owners and facilities management organizations, where
the information collected through a BIM process and stored in a BIM compliant
database could be beneficial for a variety of FM practices. There is a growing interest in
the use of BIM in FM for coordinated, consistent, and computable building information/
knowledge management from design to construction to maintenance and operation
stages of a building‘s life cycle (Becerik-Gerber et al., 2011). BIFM (2012) reported
some views of some of the experts in the field of construction about the benefits of BIM
for FM. They all agreed that having the building information through BIM model to do
moves and changes is something that would be very useful to a facilities manager. It
would make the maintenance strategy easier, improve collaboration, and save time and
costs.
The advantages of BIM in the construction industry include support for graphic
elements and a data management environment. BIM not only provides information
related to quantity, cost, schedule, and material inventory to aid prompt decision-
making, but also allows data analysis that takes into consideration the specific structure
and environment (Choi, 2010; Lee et al., 2009; Lee et al., 2007; Smart Market Report,
2012) (cited in Lee et al., 2014). BIM applications are being rapidly embraced by the
construction industry to reduce cost, time, and enhance quality as well as environmental
sustainability (Ku and Taiebat, 2011). BIM results in a faster and more cost-effective
project delivery process, and higher quality buildings that perform at reduced costs
(Eastman et al., 2011). Table (2.5) summarized the BIM benefits according to items that
have been presented above.
Table (2.5): Summary of BIM benefits
No. BIM Benefit Authors
A. BIM benefits related to the design phase of a project
1 Concept becomes clearer, and project
conceptualization becomes easier to owner
Eastman et al. (2008, 2011); Stanley and
Thurnell (2014)
2 Earlier and more accurate visualizations of
a design to the owner for better
understanding of proposals
Azhar et al. (2008a); Azhar et al. (2008b);
Eastman et al. (2008, 2011); Ahmad et al.
(2012); Newton and Chileshe (2012);
Stanley and Thurnell (2014)
3 Support decision making regarding the
design
Allen Consulting Group (2010)
4 Improve feasibility studies Eastman et al. (2008, 2011)
5 Improve simulations (performed quickly ) Azhar et al. (2008a); Azhar et al. (2008b)
6 Improve design quality and verify
consistency to the design intent easily,
which prevents expensive delays
Eastman et al. (2008, 2011); Holness
(2006)
7 Improve the design and installation of
MEP services on any construction project
systems as well as their coordination with
other building systems
Holness (2006)
27
Table (2.5): Summary of BIM benefits
No. BIM Benefit Authors
8 Increase analysis capability for building
proposals
Azhar et al. (2008a); Azhar et al. (2008b);
Stanley and Thurnell (2014)
9 Improve lean design Khosrowshahi and Arayici (2012)
10 Improve sustainability: (reduce waste; use
recycled materials; optimize building
performance and quality; promote lean
construction and integrated practices)
Eastman et al. (2008, 2011); Krygiel et al.
(2008); (Gleeson, 2008) (cited in Azhar,
2009); Khosrowshahi and Arayici (2012);
Park et al. (2012); Kolpakov (2012)
11 Improve energy efficiency and
sustainability analysis such as: energy
analysis; day lighting; solar analysis;
building orientation analysis; massing
analysis (to analyze building form and
optimize the building envelope); water
harvesting; and site analysis
Eastman et al. (2008, 2011); Krygiel et al.
(2008); Azhar and Brown (2009); Allen
Consulting Group (2010)
12 Reduce time and cost for analysis of
energy performance for the building due to
the information of the building that stored
in BIM models such as building geometry,
structure, material, installation and
functional use
Gleeson (2008) (cited in Azhar and
Brown, 2009); Schade et al. (2011)
13 Improve the performance of the Architect
and Civil Engineer; enabling improved and
innovative solutions and use the as-built
models for renovation, addition, or
alteration of a building
Azhar et al. (2008a); Azhar et al. (2008b);
Allen Consulting Group (2010); Lorimer
(2011); Holness (2006)
14 Integration between BIM and GIS for
managing end-to-end planning and design
workflows; visualizing and evaluating
planning alternatives in the context of the
real world; performing what-if analysis
integrating 2D and 3D data; and support
the wide range of spatial analysis
Abukhater (2013); Irizarry et al. (2013)
15 Improve earlier collaboration of multiple
design disciplines using integrated project
delivery
Eastman et al. (2008, 2011)
16 Save design time and costs Barlish and Sullivan (2012); Aibinu and
Venkatesh (2013)
17 Improve identifying mistakes before work
commences on site, where corrections can
be set automatically when changes are
made to design and coordinate components
simply using clash detection software with
a virtual build
Eastman et al. (2008, 2011); Lorimer
(2011)
18 Increase attention to the selection of the
construction components at the earliest
stage
Lorimer (2011)
19 Earlier quantity takeoffs and cost
estimating during the design stages with
continuously updating as changes are
made to the model
Ashcraft (2008); Eastman et al. (2008,
2011)
28
Table (2.5): Summary of BIM benefits
No. BIM Benefit Authors
B. BIM benefits during the construction and fabrication phase
20 Improve understanding the sequence of
construction activities and project duration
Eastman et al. (2011)
21 Improve visualization of construction
details
Aibinu and Venkatesh (2013); Farnsworth
et al. (2014)
22 Improve synchronization of design and
construction planning
Eastman et al. (2008, 2011)
23 Improve synchronization of procurement
with design and construction
Eastman et al. (2008, 2011)
24 Improve supply-chain process Khosrowshahi and Arayici (2012)
25 Improve constructability Newton and Chileshe (2012)
26 Improve prefabricated components Eastman et al. (2008, 2011)
27 Improve risk identification (risk
management) to be available in earlier
stage before construction
Eastman et al. (2008, 2011); Khosrowshahi
and Arayici (2012); Stanley and Thurnell
(2014)
28 Improve safety Zhang et al. (2013)
29 Improve quality and efficiency in
construction management
Ahmad et al. (2012); Khosrowshahi and
Arayici (2012)
30 Improve project quality and BIM digital
data quality
Azhar et al. (2008a); Azhar et al. (2008b);
Stanley and Thurnell (2014)
31 Increase the ability to resolve requests for
information (RFIs) in real time
Barlish and Sullivan (2012); Stanley and
Thurnell (2014)
32 Improve the ability of contractors to make
informed decisions, by estimation,
coordination and scheduling the
construction process
Hardin (2009); Succar (2009); Eastman et
al. (2008, 2011); Weygant (2011)
33 Reduce project duration and cost of
construction
McGraw-Hill Construction (2009);
Eastman et al. (2011); Barlish and Sullivan
(2012); Barlish and Sullivan (2012)
34 Enhance productivity through time and
cost savings
McGraw-Hill Construction (2009); Allen
Consulting Group (2010); Nassar (2010);
Newton and Chileshe (2012); Aibinu and
Venkatesh (2013)
35 More accurate scheduling Holness (2006); Farnsworth et al. (2014)
36 More accurate cost estimation Holness (2006); Farnsworth et al. (2014);
Stanley and Thurnell (2014)
37 Better implementation of lean construction
techniques
Eastman et al. (2008, 2011); Khosrowshahi
and Arayici (2012)
38 Reduce error, rework, and waste for better
sustainability for construction
Khosrowshahi and Arayici (2012)
39 Improve calculation of waste disposal
before demolition or renovation
Khosrowshahi and Arayici (2012);
Kolpakov (2012); Cheng and Ma (2013)
40 Improve communication (information
exchange among stakeholders)
Lin (2012); Lorch (2012); Farnsworth et al.
(2014)
41 Improve coordination and enhance
collaboration on projects as people need to
work together with transparency and
legitimacy to make effective models
McGraw-Hill Construction (2009); Lorch
(2012); Farnsworth et al. (2014); Stanley
and Thurnell (2014)
42 Improve labor market Allen Consulting Group (2010); Aibinu and
Venkatesh (2013)
43 Improve efficiency of quantity take-offs
during budget estimate stage
Nassar (2010); Farnsworth et al. (2014);
Stanley and Thurnell (2014)
29
Table (2.5): Summary of BIM benefits
No. BIM Benefit Authors
44 Quick reaction to design changes (change
orders improvement)
Eastman et al. (2008, 2011); Barlish and
Sullivan (2012)
45 Clash detection (reduce clashes)
Holness (2006); Newton and Chileshe
(2012); Farnsworth et al. (2014)
C. BIM benefits during facilities, operations, and maintenance of a building project
46 Improve the control of the whole-life
environmental data and make an accurate
geometrical representation of the parts of a
building in an integrated data environment
CRC Construction Innovation (2007);
Azhar et al. (2008a); Azhar et al. (2008b)
47 Information/ knowledge of a building's life
cycle (Design; Construction; Maintenance
and Operation) can be shared more easily
Azhar et al. (2008a); Azhar et al. (2008b);
Eastman et al. (2008, 2011); Allen
Consulting Group (2010); Becerik-Gerber
et al. (2011)
48 Improve collaboration BIFM (2012)
49 Improve the quality of the whole life cycle
asset/ FM by fully modeling and linking
the structure to the virtual model
Azhar et al. (2008a); Azhar et al. (2008b);
Eastman et al. (2008, 2011); Becerik-
Gerber et al. (2011); Ahmad et al.(2012);
BIFM (2012); Ku and Taiebat (2011);
Khosrowshahi and Arayici (2012);
50 Reduce time and cost of FM operations Eastman et al. (2011); Ku and Taiebat
(2011); BIFM (2012)
51 Support decision-makers in taking prompt
informed decisions regarding the life cycle
performance of a building, where BIM
provides information related to quantity,
cost, schedule, and material inventory
Schade et al. (2011); Lee et al. (2007); Lee
et al. (2009); Choi (2010); Smart Market
Report (2012) (cited in Lee et al., 2014)
52 Enhance environmental sustainability Ku and Taiebat (2011)
53 Make the maintenance strategy of building
easier
Becerik-Gerber et al. (2011); BIFM (2012)
54 Improve the control of the whole-life costs CRC Construction Innovation (2007);
Azhar et al. (2008a); Azhar et al. (2008b)
55 Improve emergency management Becerik-Gerber et al. (2011)
2.3 Slow adoption of BIM in construction industry
BIM adoption is much slower than anticipated (Fischer and Kunz, 2004). Even though
the potential benefits are well documented (both in terms of improved productivity,
together with many other potential benefits), but the adoption of the new technology of
BIM is still slow in the AEC industry in different countries (Bernstein and Pittman,
2004; Azhar et al., 2008b; Gu and London, 2010). For example, the implementation of
the BIM method in Germany is still at very early stages. In comparison to the USA and
the Nordic European countries, the German AEC sector still does not internalize the
potentials of BIM method and technology (Both & Kindsvater, 2012). Furthermore,
Sebastian (2011) found, through his research, that the implementation of BIM in
hospital building projects in Netherlands is still limited due to certain commercial and
legal barriers, as well as the fact that integrated collaboration has not yet been
embedded in the real estate strategies of healthcare institutions.
For BIM to be adopted successfully to improve productivity; there is a need to change
the traditional work processes (Kiviniemi, 2013) (cited in Lindblad, 2013). For all
actors at all phases of construction, there are several issues that need to be addressed or
30
to be fixed to gain a smooth implementation. Thus BIM benefits can be gained
(Gökstorp, 2012). Due to the fragmented nature of the AEC industry, changes cannot be
adopted by a single actor. It must affect all involved actors (Kiviniemi, 2013) (cited in
Lindblad, 2013).
2.3.1 Barriers and challenges to implementing BIM in construction industry
There are several problems when implementing BIM in the very fragmented AEC
industry and this is connected with many different barriers hindering effective adoption
of BIM (Lindblad, 2013; Mandhar and Mandhar, 2013). Some of these barriers are quite
simple to be removed, while others could be considered impossible to even mitigate
(Gökstorp, 2012). Many studies were conducted to identify these barriers of BIM
adoption in the construction industry in different countries. The results of some studies
will be presented below.
Yan and Damian (2008) said, according to the results of a questionnaire, that the
barriers to implementing BIM in the UK and the USA are as the following: (1) people
refuse to learn and think current design technology is enough for them to design the
projects; (2) people think that BIM is unsuitable for the projects; (3) about 40% of
respondents from the USA and about 20% respondents from the UK believe that BIM
wastes time and human resources, and their companies have to allocate lots of time and
human resources to the training process; in addition to (4) the cost of copyright and
training.
Howard and Björk (2008) sent emails in 2006 asking questions related to BIM for
Architects, Engineers, contractors and IT specialists in Denmark, Hong Kong, Holland,
Norway, Sweden, the UK and the USA. Howard and Björk (2008) found many
obstacles to implementing BIM in the respondents‘ answers. The barriers were as
follows: (1) the need for education; (2) the need of sharing information; (3) the lack of
standards; and (4) the absence of legal issues to implement BIM.
Likewise, Arayici et al. (2009) investigated, through a survey in the UK and by
interviews carried out in Finland, the primary barriers to implementing BIM in many
UK construction companies. The barriers are listed below according to their weighted
ranks from the respondents as follows: (1) firms are not familiar enough with BIM use;
(2) reluctance to initiate new workflows or train staff; (3) firms do not have enough
opportunity for BIM implementation; (4) benefits from BIM implementation do not
outweigh the costs to implement it; (5) benefits are not tangible enough to warrant its
use; and (6) BIM does not offer enough of a financial gain to warrant its use.
In his master‘s thesis, Keegan (2010) identified several observed barriers to the
utilization of BIM in this regard; namely: (1) the lack of knowledge about BIM by the
owner; (2) the lack of the knowledge of the software; and (3) the cost of implementing
and updating the system. Becerik-Gerber et al. (2011), furthermore, reported two main
groups of challenges to implementing BIM in FM: (i) technology and process
challenges; and (ii) organizational challenges. Becerik-Gerber et al. (2011) detailed
each group as follows: (i) the technology and process challenges: (1) unclear roles and
responsibilities for loading data into the model or databases and maintaining the model;
(2) the lack of effective collaboration between project stakeholders for modeling and
model utilization; and (3) difficulty in software vendors‘ involvement, including
fragmentation among different vendors, competition, and lack of common interests.
31
(ii) The organizational challenges: (1) cultural barriers toward adopting new technology;
(2) organization-wide resistance regarding the need for investment in infrastructure,
training, and new software tools; (3) undefined fee structures for additional scope; (4)
the lack of sufficient legal framework for integrating owners‘ view in design and
construction; and (5) the lack of real-world cases have been implemented by BIM and
proof of positive return on investment.
Later, through the online survey within national and regional U.S. construction
companies; (Ku and Taiebat, 2011) asked questions about the barriers to BIM
implementation. The answers were categorized as follows:
Factors were concerned with internal company resource aspects:
1. Lack of skilled personnel and the learning curve of new tools.
2. The investment cost of BIM in terms of time and resources.
Factors related to sharing BIM with external stakeholders:
1. The difficulty of sharing BIM with external teams/ reluctance of others (e.g.,
Architects, Engineers, owners, and subcontractors).
2. Lack of collaborative work processes with the external team and modeling
standards.
3. Interoperability issues between software programs.
4. The lack of legal and contractual agreements.
Lack of expertise and experience plus cost and time constraints were the two most
mentioned obstacles to BIM implementation (Ku and Taiebat, 2011). In the same
context, Lahdou and Zetterman (2011) have highlighted the challenges for BIM
adoption in the construction project process in Sweden. For their master‘s thesis, data
were collected via semi-structured interviews. In total, twelve separate interviews were
conducted, of which six were with project managers and six with BIM experts.
According to the interviewees, the challenges were as follows: (1) personal opinions
towards BIM; (2) the lack of cohesion among stakeholders in the industry; (3) the
difficulty of finding stakeholders who have the required competence to participate in
BIM projects, where the Swedish construction industry generally is on a beginner level
concerning the implementation of BIM; (4) the difficulties in the implementation of
BIM software; (5) the legal status regarding the combined building information model
which does not have any legal validity; (6) the lack of knowledge in the way of
choosing an appropriate level of detail for the building information model to ensure that
money and time are not wasted on compilation of unnecessary information.
In another master‘s thesis, Kjartansdóttir (2011) executed a survey among organizations
and firms within the Icelandic AEC sector. The research work indicated that regulations
in Iceland lacked to support the implementation of BIM. The adoption rate of BIM was
40%. The results also indicated that BIM was not being used by contractors, which
indicates a low level of BIM maturity. According to the survey results, reasons for not
applying BIM in Iceland were collected as follows: (1) BIM lacks features or flexibility
to create building model/drawing; (2) clients are not requiring BIM; (3) BIM is too
expensive; (4) other project team members are not requiring BIM; (5) the existing CAD
system fulfills the need to design and draft; (6) BIM does not reduce time used on
drafting compared with current drawing approach; (7) no need to produce BIM; and (8)
the lack of training in BIM software.
32
Khosrowshahi and Arayici (2012) identified the most significant reasons to failure to
implement BIM in the UK, and Finland as the following: (1) firms are not familiar
enough with BIM use; (2) reluctance to initiate new workflows or train staff; (3)
benefits from BIM implementation do not outweigh the costs to implement it; (4)
advantages of BIM are not tangible enough to warrant its use; (5) BIM does not offer
enough of a financial gain to warrant its use; (6) lack of the capital to invest in having
started with hardware and software; (7) BIM is too risky from a liability standpoint to
warrant its use; (8) resistance to culture change; and (9) no demand for BIM use.
Moreover, Khosrowshahi and Arayici (2012) investigated challenges that faced some of
the respondents during their experience in tries to implement BIM. The challenges are
listed below based on their weighted ranks from the respondents as follows: (1) training
staff on new process and workflow; (2) training staff on new software and technology;
(3) effectively implementing the new process and workflow; (4) establishing the new
process, workflow and client expectations; (5) understanding BIM enough to implement
it; (6) realizing the value from a financial perspective; (7) understanding and mitigating
liability; (8) purchasing software and technology; and (9) liability for common data for
subcontractors.
Later, Kassem et al. (2012) investigated the barriers to adopting BIM and 4D through a
web-based questionnaire. It was submitted to a selected sample of 52 consultants and 46
contractors within the UK civil and building industry. The most of the barriers were
non-technical such as (1) the inefficiency in the evaluation of the business value of BIM
and 4D; (2) the shortage of experience within the workforce; and (3) the lack of
awareness by the stakeholders.
Choi (2010); Lee et al. (2009); Lee et al. (2007); Smart Market Report (2012) (cited in
Lee et al., 2014) reported that the application of BIM in the construction industry has
been slow in Korea due to the following obstacles: (1) unclear and invalid benefits of
BIM in ongoing practices; (2) the lack of supporting education and training to use of
BIM; (3) the lack of supporting resources (software, hardware) to use BIM tools; (4) the
lack of effective collaboration between project stakeholders for modeling and model
utilization; (5) unclear roles and responsibilities for loading data into a model or
databases and maintaining the model; and (6) the lack of sufficient legal framework for
integrating owners‘ view in design and construction.
Through their study, Elmualim and Gilder (2013) sought to achieve many objectives.
One of the objectives was to determine the various challenges that are facing the
construction industry in the installation of BIM in the UK, Europe, USA, India, Ghana,
China, Russia, South Africa, Australia, Canada, Malaysia, and UAE. Findings from the
study showed that: 20.4% of the respondents stated that they lack the capital to invest in
getting started with the hardware and software; whereas about 2% stated that BIM is too
risky from a liability standpoint to warrant its use. There were some other prominent
responses such as 15.3% stated that the benefits of BIM do not outweigh the cost to
implement it; while another 15.3% stated that the benefits are not tangible enough to
warrant its use. About 8.2% of the respondents also said that they were reluctant to
initiate new workflows or to train its staff. However, almost 37.8% did not know
themselves as to why they had not implemented BIM as yet.
33
Likewise, Thurairajah and Goucher (2013) conducted research to identify the challenges
and usability of BIM for cost consultants, and its likely impact during cost estimation in
the UK. Data collected through a questionnaire survey and expert interviews. The
respondents were approximately 20% of cost consultants and 40% of general
construction professionals that having previously used BIM. The results showed a low
level of BIM experience amongst the respondents. They mentioned several obstacles to
BIM implementing as the following: (1) overall lack of knowledge and understanding of
what BIM is; (2) a high training requirement associated with BIM implementation to
gain the full advantages from it; and (3) the need for detailed understanding of cost
consultants‘ challenges during the implementation of 5D BIM in construction projects.
Crowley (2013) conducted a questionnaire survey to ascertain the current position of the
QS profession in Ireland directly relating to BIM use and awareness. When asked on a
scale of ―very important‖ to ―not important‖ in relation to the potential barriers to BIM,
the following responses were received (majority response very important): (1) lack of
training/ education; (2) BIM use by Irish designers; (3) lack of client demand; (4) lack
of government lead/ direction; and (5) lack of standards.
Furthermore, Aibinu and Venkatesh (2013) have investigated the progress towards BIM
of QS firms in Australia. They said that the overall level of BIM adoption by QS is low
in Australia. Broadly speaking, it appeared that the barriers to the adoption of BIM by
Australia QS are: (1) the cost of implementation; (2) the lack of awareness of the
benefits from cost-benefit analysis perspective; (3) the lack of demand by clients; (4)
the lack of trust in the integrity of BIM; (5) the lack of a standard for a description of
BIM objects and coding systems; (6) the lack of information on business process
changes and how to change those processes; (7) the contract/ legal issues and
uncertainties; (8) skills shortage; (9) transformation and adaptation issues; and (10) the
technology change and ability of firms to adapt to the change from cultural perspective
and financial perspective.
A similar study was conducted in Auckland in New Zealand by Stanley and Thurnell
(2014) to identify the obstacles to implementing 5D BIM by doing structured interviews
with eight QS. The results were as the following: (1) the lack of software compatibility;
(2) prohibitive set-up costs; (3) the lack of protocols for coding objects within building
information models; (4) the absence of an electronic standard for coding BIM software;
and (5) the lack of integrated models, which are an essential prerequisite for full
interoperability, and hence collaborative working in the industry.
2.3.2 Identified BIM implementation obstacles and their interdependencies
Some researchers tried to classify the barriers to adopting BIM in the construction
industry into groups and link them together to facilitate understanding of the issue of
these obstacles. For example, Fischer and Kunz (2004) reported two main groups of
obstacles, which are: (i) the technical constraints; and (ii) the managerial barriers.
Arayici et al. (2005) said that some of BIM barriers can be grouped into the following
four categories: (1) the legal issues; (2) the cultural issues; (3) the technological issues;
and (4) the fragmented nature of the AEC industry. Likewise, Becerik-Gerber et al.
(2011) reported two main groups of challenges to implementing BIM in FM as follows:
(i) the technology and process challenges; and (ii) the organizational challenges.
Furthermore, Both and Kindsvater (2012) grouped the BIM barriers into the following
34
four categories: (1) the technological issues; (2) normative issues; (3) general issues;
and (4) the education and training.
From another point of view, Löf and Kojadinovic (2012) clustered the obstacles in three
areas, which are internally related to each other. There are also dependencies between
each area. The three areas are as the following:
(i) Area (1)
1. The gap between design and construction process regarding BIM usage.
2. Lack of guidelines of how BIM should be implemented in the production
phase.
3. Not suitable support or training for onsite personnel to use BIM in the
projects.
(ii) Area (2)
1. Lack of knowledge by the production managers in using BIM.
2. Lack of incentives to use BIM in their projects if added values are not
understood.
(iii) Area (3)
1. Interoperability issues/ BIM technology not ―ready packed‖ for production
phase needs.
2. Lack of demands from production on information needs.
3. Lack of incorporation of construction knowledge in the detailed design
Gu et al., (2008) categorized relevant barriers to adopting BIM in the AEC industry.
These categories are regarding: (1) product; (2) process; and (3) people.
2.3.2.1 Barriers linked to the BIM product
1. Interoperability
When moving to adopt BIM, new requirements need to be introduced to ensure
effective interoperability and information exchange. Simply, BIM cannot run on old
machines designed for AutoCAD (BD white paper, 2012). According to that, software
incompatibility is the largest obstacle to interoperability. Costs are another obstacle to
interoperability, with the largest expenditures coming from training and time spent on
translation when switching to programs allowing interoperability (McGraw-Hill
Construction, 2007). Confirmation on that, Broquetas (2010) said that the existence of
certain software issues that seem not to be allowing the use of BIM with all its potential
is a big challenge to adopt BIM. Accordingly, the most discussed issue when it comes
to the technological aspect is the interoperability between the different programs
(Bernstein and Pittman, 2004; RAIC, 2007; Both and Kindsvater, 2012; Wong and Fan,
2013). BIM software vendors have developed proprietary interfaces between design and
analysis tools to facilitate interoperability, but their interfaces for each tool are different,
also often resulting in the need for multiple models (Sanguinetti et al. 2012).
2. Different views on BIM
The lack of a single treatise that instructs on the application of the new 3D collaborative
technology was a significant obstacle to adopting BIM in the construction industry
35
(AGC, 2005; Azhar et al., 2008b). BIM is quite misunderstood across the board (Gu et
al., 2008; NBS, 2012). Only 54% of the architectural practices are currently aware of
BIM suggesting that a lot of work needs to be done in bringing about a wider awareness
of BIM (NBS, 2013).
3. Poor match with the user’s needs
Tse et al. (2005) revealed by research that a large part of the Architects in Hong Kong
did not find the tools in BIM that satisfy their needs, others just stated that BIM is ―not
easy to use.‖ People in Australia displayed a degree of hesitancy in implementing BIM
on a project because of the lack of knowledge about BIM and its distinctive capabilities
in the field of the construction industry (Mitchell and Lambert, 2013).
2.3.2.2 Barriers linked to the BIM process
1. Changing work processes
The construction industry is known for its conflicts regarding change and mistakes,
which often go all the way to court. This fact fosters a culture that is heavily influenced
by traditions where people like to do things according to the way they have worked
before (Arayici et al., 2005). On the contrary, the adoption of BIM requires changing
the traditional work practice (Davidson, 2009; Arayici et al., 2009; Gu and London,
2010). According to research by Bernstein and Pittman (2004), the data of the design
should be computable; in addition to the need for well-developed practical strategies for
the purposeful exchange and integration of the meaningful information among the BIM
model components. Collaboration from all different stakeholders is needed for BIM to
be successful; to insert, extract, update or modify information in the BIM model at the
various stages of the facilities life-cycle (Sebastian, 2011).
2. Risks and challenges with the use of a single model
People in Australia expressed liability concerns when implementing BIM such as: who
bears the risk; who controls the design; and who owns the BIM model (Mitchell and
Lambert, 2013). The responsibility issues are due to that several stakeholders (i.e.
owners, designers, and constructors) can adjust the model and that means revealing
unfinished work, which gives uncertainties from the actors regarding the accuracy of the
BIM model and how should the developmental and operational costs are distributed
(Thomson and Miner, 2006; Azhar et al., 2008b; Gu and London, 2010). Fischer and
Kunz (2004) emphasized on that by saying that the responsibility in BIM is for updating
the model and ensuring that it is accurate.
3. Legal issues
When implementing BIM, one of the first issues needed to be addressed is the
ownership of the model. The project owner, who pays for the design, might feel that he
is entitled to own the model, but other project team members might have provided
property information, and such information needs to be protected as well (Thomson and
Miner, 2006). The perceived legal risks of moving from a 2D to a 3D industry and
absence of standard BIM contract documents are another major stumbling block for
many companies to move aggressively into BIM (Perlberg, 2009; Becerik-Gerber et al.,
2010). The issue of that there are no BIM contracts is preventing people from adopting
36
and utilizing BIM with security in the construction industry (Weygant, 2011; Eastman
et al., 2008; Mitchell and Lambert, 2013).
4. Transactional business process evolution
The designers, developers, contractors, and construction managers all tend to focus on
their area and protect their interests in the building process, which leads to the presence
of a fragmented industry (Johnson and Laepple, 2003). Different roles in the building
supply chain are connected with certain obligations, risks, and rewards. These three
business issues must be addressed and defined in parallel before BIM can be widely
adopted by the AEC industry (Bernstein and Pittman, 2004; Gu and London, 2010).
5. Lack of demand and disinterest
Tse et al. (2005) said that one major reason for why Architects are not changing towards
BIM is the lack of demand from clients and other project team members. Mitchell and
Lambert (2013) said that no many asking for BIM projects in the construction industry
in Australia. Because of the insufficient number of case studies showing the potential
financial benefit of BIM, the AEC industry is not very interested in investing towards
the change in technology (Yan and Damian, 2008).
6. Initial costs
The AEC industry consists of many small companies which have trouble to afford the
high initial investment to purchase the needed software that is required to offer BIM
services (Kaner et al., 2008). When respondents of QS in Australia were asked to list
the barriers to the use of BIM features, the results showed that the cost of
implementation was the most frequently cited (Aibinu and Venkatesh, 2013). There are
several examples of the high costs that are needed to implement BIM, such as: (1)
software licensing; (2) the costs to improve server capacity to suit having such a high IT
requirements; (3) ongoing maintenance fee; (4) the cost of the proper creation of a
building model; and (5) the costs of training (Keegan, 2010; Aibinu and Venkatesh,
2013).
2.3.2.3 Barriers linked to the people using BIM
1. The new role of BIM model manager
Adoption of BIM will affect the roles and relationships of the participating actors, as
well as their work processes (Gu and London, 2010). One new role in construction
project was presented by Sebastian (2011) for BIM adoption is the model manager.
Grys and Westhorpe (2012) said that BIM processes should be defined and monitored
by the BIM manager considering the project life-cycle, for example: (a) design creation
and coordination; (b) quantity take-off; (c) cost estimation; (d) scheduling and progress
monitoring; (e) change management; (f) operation and maintenance; and (g) asset
management.
2. Training of individuals
When adopting BIM, it is vital that the individuals are sufficiently trained in the use of
the new technology for them to be able to contribute to the changing work environment
37
(Arayici et al., 2007; Gu et al., 2008). Yan and Damian (2008) revealed that most
companies in their study who did not use BIM are believed that the training would be
too costly in regard to time and human resource. Many companies have not had
sufficient time to consider and evaluate BIM because they had to focus on their existing
projects (McGraw-Hill Construction, 2009). Löf and Kojadinovic (2012) emphasized
that the time needed for training to work efficiently with BIM is one of the main
challenges to adopting BIM. Kaner et al., (2008); Keegan (2010); and Aibinu and
Venkatesh (2013) agreed that the high initial costs needed for training of the individuals
to be able to deal with BIM are very high, and this is the primary challenge to adopt
BIM in the AEC industry. Table (2.6) summarized BIM barriers according to items that
have been presented above.
Table (2.6): Summary of BIM barriers
No. BIM Barrier Authors
A. Barriers linked to the BIM product
1
Lack of supporting resources (software,
hardware) to use BIM tools
Lee et al. (2007); Lee et al. (2009); Choi
(2010); Smart Market Report (2012) (cited in
Lee et al., 2014)
2
Lack of interoperability due to the
software incompatibility between the
different programs for design and
analysis and hence the lack of integrated
models and collaborative working
Bernstein and Pittman (2004); McGraw-Hill
Construction (2007); Gu et al. (2008); Raic
(2010); Ku and Taiebat (2011); BD white
paper (2012); Both and Kindsvater (2012); Löf
and Kojadinovic (2012); Sanguinetti et al.
(2012); Wong and Fan (2013); Stanley and
Thurnell (2014)
3
Lack of awareness by designers,
Engineers, and other stakeholders about
BIM and its distinctive capabilities in
the field of construction industry
Kassem et al. (2012); Löf and Kojadinovic
(2012); Mitchell and Lambert (2013); NBS
(2013); Thurairajah and Goucher (2013)
4
Different views on BIM, where BIM is
quite misunderstood across the board,
and people think that BIM is unsuitable
for projects
Gu et al. (2008); Yan and Damian (2008);
Lahdou and Zetterman (2011); NBS (2012)
5
Designers/ Engineers think that the
current CAD system fulfills the need to
design and draft for any project
Yan and Damian (2008); Kjartansdóttir (2011)
6
Designers/ Engineers see that BIM does
not reduce time used on drafting
compared with current drawing
approach
Kjartansdóttir (2011)
7
Lack of guidelines of how to implement
BIM in production phase
AGC (2005); Azhar et al. (2008b);
Khosrowshahi and Arayici (2012); Löf and
Kojadinovic (2012); Crowley (2013)
8
Normative issues; lack of standards for
description of BIM objects and systems
Howard and Björk (2008); Both and
Kindsvater (2012); Crowley (2013); Aibinu
and Venkatesh (2014); Stanley and Thurnell
(2014)
9 Lack of protocols for coding objects
within BIM models
Stanley and Thurnell (2014)
10 Benefits of BIM are not tangible enough
in ongoing practices to warrant its use/
Lack of incentives to use BIM in
projects
Arayici et al. (2009); Khosrowshahi and
Arayici (2012); Löf and Kojadinovic (2012);
Elmualim and Gilder (2013); Lee et al.(2007);
Lee et al. (2009); Choi (2010);
38
Table (2.6): Summary of BIM barriers
No. BIM Barrier Authors
Smart Market Report (2012) (cited in Lee et
al., 2014)
11
Lack of trust in the integrity of BIM;
some organizations see that BIM is poor
in matching with the user‘s needs and
lacking features or flexibility to make a
building model/drawing
Gu et al. (2008); Kjartansdóttir (2011); Aibinu
and Venkatesh (2014)
12
Lack of knowledge of the software,
which leads to the existence of
difficulties in applying BIM software
Keegan (2010); Lahdou and Zetterman (2011);
Kassem et al. (2012)
B. Barriers linked to the BIM process
13
The fragmented nature of the AEC
industry and its conflicts due to the gap
between design and construction
process
Arayici et al. (2005); Löf and Kojadinovic
(2012); Lindblad (2013); Mandhar and
Mandhar (2013)
14
Resistance to culture change toward
adopting new technology/ people refuse
to learn new technology, but the
adoption of BIM requires changing the
traditional work processes
(Davidson (2009); Arayici et al. (2005); Gu et
al., (2008); Yan and Damian (2008); Arayici et
al. (2009); Becerik-Gerber et al. (2011); Gu
and London (2010); Khosrowshahi and
Arayici (2012)
15
Reluctance to initiate a new workflow
due to the lack of the ability of firms to
adapt it effectively
Arayici et al. (2009); Khosrowshahi and
Arayici (2012); Elmualim and Gilder (2013);
Thurairajah and Goucher (2013); Aibinu and
Venkatesh (2014)
16
Data of the design should be
computerized; in addition to the need
for well-developed and practical
strategies for sharing the meaningful
information
Bernstein and Pittman (2004); Howard and
Björk (2008)
17
The difficulty of sharing BIM with
external teams and reluctance of others
(e.g., Architect, Engineer, owners, and
subcontractors)
Ku and Taiebat, 2011
18
Lack of effective collaboration between
project stakeholders for modeling and
BIM model utilization
Becerik-Gerber et al. (2011); Ku and Taiebat
(2011); Lahdou and Zetterman (2011);
Sebastian (2011); Lee et al. (2007); Lee et al.
(2009); Choi (2010); Smart Market Report
(2012) (cited in Lee et al., 2014)
19
The difficulty of finding the
stakeholders that have the required
competence to participate in BIM
Lahdou and Zetterman (2011)
20
Lack of knowledge about how to choose
an appropriate level of detail for the
BIM model to ensure that money and
time are not wasted on compilation of
unnecessary information
Lahdou and Zetterman (2011)
21
BIM is too risky regarding the
responsibility where several
stakeholders can adjust the model and
that means revealing unfinished work
Thomson and Miner (2006); Azhar et al.
(2008b); Gu et al. (2008); Becerik-Gerber et
al. (2011); Gu and London (2010);
Khosrowshahi and Arayici (2012); Elmualim
and Gilder (2013); Mitchell and Lambert
(2013); Aibinu and Venkatesh (2014); Lee et
39
Table (2.6): Summary of BIM barriers
No. BIM Barrier Authors
al. (2007); Lee et al. (2009); Choi (2010);
Smart Market Report (2012) (cited in Lee et
al., 2014)
22
Lack of knowledge regarding the
liability for common data for
subcontractors
Khosrowshahi and Arayici (2012)
23
Lack of legal and contractual
agreements that preserve the rights
when adopting BIM in the construction
industry
Becerik-Gerber et al. (2010); Arayici et al.
(2005); Eastman et al.(2008); Gu et al. (2008);
Howard and Björk (2008); Perlberg (2009); Ku
and Taiebat (2011); Lahdou and Zetterman
(2011); Weygant (2011); Mitchell and
Lambert (2013); Aibinu and Venkatesh (2014)
24
Lack of sufficient legal framework for
integrating owners‘ view in the design
and construction when adopting BIM
Becerik-Gerber et al. (2011); Lee et al. (2007);
Lee et al. (2009); Choi (2010); Smart Market
Report (2012) (cited in Lee et al., 2014)
25
Lack of government
regulations/directions to fully support
implementation of BIM
Kjartansdóttir (2011); Crowley (2013)
26
Lack of information on business process
changes and how to change those
processes among the stakeholders
(obligations, risks, and rewards must be
addressed and defined in parallel before
BIM)
Johnson and Laepple (2003);
Bernstein and Pittman (2004); Gu et al.
(2008); Gu and London, (2010); Löf and
Kojadinovic (2012); Aibinu and Venkatesh
(2014)
27 Lack of knowledge about BIM by the
owner
Keegan (2010)
28
Lack of demand and disinterest
regarding BIM from clients and the
other project team members
Tse et al. (2005); Gu et al. (2008);
Kjartansdóttir (2011); Khosrowshahi and
Arayici (2012); Löf and Kojadinovic (2012);
Crowley (2013); Aibinu and Venkatesh (2014)
29
Lack of real-world cases that have
implemented by using BIM and have
proved positive return of investment
Yan and Damian (2008); Becerik-Gerber et al.
(2011)
30
Lack of awareness about the business
value of BIM from a financial
perspective
Arayici et al. (2009); Kassem et al. (2012);
Khosrowshahi and Arayici (2012); Elmualim
and Gilder (2013); Aibinu and Venkatesh
(2014)
31
Lack of the ability of small firms to
afford the high initial investment to
purchase the needed software and
hardware that are required to offer BIM
services
Gu et al. (2008); Kaner et al. (2008); Yan and
Damian (2008); Arayici et al. (2009); Keegan
(2010); Becerik-Gerber et al. (2011);
Khosrowshahi and Arayici (2012); Elmualim
and Gilder; Aibinu and Venkatesh (2014);
Stanley and Thurnell (2014)
C. Barriers linked to the people using BIM
32
Adoption of BIM will affect the roles
and relationships of the participating
actors such as the need to the new role
of the "BIM model manager"
Fischer and Kunz (2004); Gu et al. (2008);
(Gu and London, 2010)
33
Companies have no enough time to
consider and evaluate BIM because of
focusing on the existing projects
McGraw-Hill Construction (2009); Löf and
Kojadinovic (2012)
40
Table (2.6): Summary of BIM barriers
No. BIM Barrier Authors
34
Lack of skilled personnel and the need
for the education and the training for the
staff to use BIM effectively
Gu et al. (2008); Howard and Björk (2008);
Kjartansdóttir (2011); Ku and Taiebat (2011);
Both and Kindsvater (2012); Khosrowshahi
and Arayici (2012); Crowley (2013);
Thurairajah and Goucher (2013); Aibinu and
Venkatesh (2014); Lee et al. (2007); Lee et al.
(2009); Choi (2010); Smart Market Report
(2012) (cited in Lee et al., 2014)
35
Reluctance to train the staff due to
insufficient time and human resources
as well as the high costs of training
Kaner et al., (2008); Yan and Damian (2008);
Arayici et al. (2009); Becerik-Gerber et al.
(2011); Keegan (2010); Khosrowshahi and
Arayici (2012); Elmualim and Gilder (2013);
Aibinu and Venkatesh (2014)
36
Lack of suitable support or training for
onsite personnel to use BIM in the
projects
Löf and Kojadinovic (2012)
2.4 Summary
Many researchers have been conducted studies to explain the concept of BIM, so the
definition and characteristics of BIM as well as the types of BIM were reviewed in this
study. Researchers have defined BIM in different ways due to their different
perceptions, background, and experiences. All definitions were reviewed.
BIM has many important functions that can be applied in the whole process of
construction (from the beginning of the design phase, during the building phase, as well
as during the operation phase). Most of these functions were reviewed. BIM benefits
which resulting from these functions were reviewed too. Finally, it was necessary to
review barriers to adopting BIM in the AEC industry.
According to the previous studies and for the purpose of this research, BIM can be
defined through a combination of multi-definitions, where it views as a managed
process of using information technology for collection, exploitation, and sharing of
information on a project. At its core is a computer-generated model that contains all the
textual, graphical and tabular data about the design, construction, and operation of the
facility. It is used for modeling; simulation the construction; and evaluation. It supports
collaboration; operation of a facility; and management of a virtually building model
within a building life cycle (AGC, 2005; Smith, 2007; GSA, 2007; State of Ohio, 2010;
NBIMS-US, 2012; Ahmad et al., 2012). In general, BIM promises exponential
improvements in construction quality and efficiency (Ashcraft, 2008). Finally, it was
necessary to review barriers to adopting BIM in the AEC industry.
Chapter 3
42
Chapter 3: Research methodology
This chapter discusses the methodology which was used in this research. The research
methodology was chosen to satisfy the research aim and objectives which help to
accomplish this research study. This chapter included information about the research
plan/ strategy, population, sample size, data collection technique, questionnaire design
and development, face validity of the questionnaire, pre-test the questionnaire, pilot
study, final content of the questionnaire, and analytical methods of data.
3.1 Research aim and objectives
This research was designed to develop a clear understanding about BIM for identifying
the different factors which provide useful information to consider adopting BIM
technology in projects by the practitioners in the Architecture, Engineering, and
Construction (AEC) industry in Gaza strip in Palestine. In achieving this aim, five main
objectives have been outlined which includes:
1. To assess the awareness level of BIM by the professionals in the AEC
industry in Gaza strip.
2. To identify the top BIM functions that would convince the professionals for
adopting BIM in the AEC industry in Gaza strip.
3. To identify the top BIM benefits that would convince the professionals for
adopting BIM in the AEC industry in Gaza strip.
4. To investigate and rank the top BIM barriers which face the implementation
of BIM in the AEC industry in Gaza strip.
5. To study some hypotheses that might help to find solutions to adopting BIM
in the AEC industry in Gaza strip.
3.2 Research plan/ strategy
The research strategy is the general plan for how and what data should be collected and
how the results should be analyzed. The chosen research plan will influence the type
and the quality of the collected data (Ghauri and Grønhaug, 2010). To investigate the
research questions and hypotheses about adopting BIM technology by the practitioners
in the AEC industry in Gaza strip, a quantitative survey approach has been adopted. The
research technique was chosen as a questionnaire research to measure objectives.
3.3 Research location
The research was carried out in Gaza strip in Palestine, which consists of five
governorates: the Northern Governorate, Gaza Governorate, the Middle Governorate,
KhanYounis Governorate, and Rafah Governorate.
3.4 Target population, sampling of the questionnaire, and data collection
The questionnaire survey was conducted in 2015 (January). Research population
includes professionals (Architects, Civil Engineers, Mechanical Engineers, Electrical
Engineers, and any other professional with related specialization) in the AEC industry
in Gaza strip in Palestine as a target group. A convenience sample was chosen as the
43
type of the sample. Convenience sampling is a type of nonprobability sampling in which
respondents are sampled simply because they are ―convenient‖ sources of data for
researchers (Lavrakas, 2008). In other words, they were selected because of their
convenient accessibility and proximity to the researcher (Dillman et al., 2000). The
sample size was chosen to provide adequate information on reliability and a certain
degree of validity. 275 copies of the questionnaire were distributed. Each respondent
took about 6 to 8 minutes to fill out the questionnaire. 270 copies of the questionnaire
were returned from the respondents and completed for quantitative analysis. The totals
of 270 questionnaires were satisfactorily completed, making the total response rate
(270/ 275)*100 = 97.8%. Personal delivery for the whole sample helped to increase the
rate of response, and thus the representation of the sample.
3.5 Questionnaire design and development
A self-administered questionnaire was used for data collection. Three fundamental
stages were taken for constructing the questionnaire:
1. Identifying the first thought questions.
2. Formulating the final questionnaire.
3. The wording of questions.
Identification of items for the study and preparation of questionnaire was a crucial step
for the success of the research. A significant amount of work has already been done on
items of BIM functions, benefits, and barriers and there is a well-documented and peer-
reviewed set of those available items in the literature review in the previous chapter.
According to the review of literature related to BIM in the AEC industry, a well-
designed questionnaire was developed for the study. The questionnaire consisted of
close-ended (multiple choice) questions. Close-ended questions are more difficult to
design than open-ended questions, but they come up with much more efficient data
collection, processing and analysis (Bourque and Fielder, 2003). Bourque and Fielder
(2003) said that ―surveyors should avoid using open-ended questions in the mail and
other self-administered questionnaires.‖ The questionnaire divided into five parts as
follows:
Part one, which is related to the respondent‘s demographic data and the way of
work performance.
Part two: to assess the awareness level of BIM by the professionals in the AEC
industry in Gaza strip.
Part three: to investigate the importance of BIM functions in the AEC industry
in Gaza strip.
Part four: to investigate the value of BIM benefits in the AEC industry in Gaza
strip.
Part five: to investigate the BIM barriers in the AEC industry in Gaza strip.
And of course, the questionnaire was provided with a covering letter explaining the aim
of the research, the security of the information to encourage a high response, and the
way of responding. The variety of the questions aimed first to meet the research
objectives, to cover the main questions of the study, and to collect all the necessary data
that can support the results and discussion, as well as the recommendations in the
research.
44
After answering the first part that related to the respondent‘s demographic data and the
way of work performance, respondents were asked to rate each item in each of the
second, third, fourth, and fifth fields on a rating scale (five-point Likert scale) that
required a ranking (1–5), where 1 represented ―the lowest scale‖ and 5 represented ―the
highest scale‖, as the case might be.
The rating scale (the five-point Likert scale) was chosen to format the questions of the
questionnaire with some common sets of response categories called quantifiers (they
reflect the intensity of the particular judgment involved) (Naoum, 2007). Those
quantifiers were used to facilitate understanding as shown in Table (3.1).
Table (3.1): The used quantifiers for the rating scale (the five-point Likert scale) in each of the
second, third, fourth and fifth fields of the questionnaire
The awareness level of
BIM by professionals
Never
Little
Somewhat
Much
Very much
The importance of BIM
functions Unimportant
Of little
importance
Moderately
important Important
Very
important
The value of BIM
benefits
Extremely
low
beneficial
Low
beneficial
Moderately
beneficial
Highly
beneficial
Extremely
high
beneficial
The strength of BIM
barriers
Very weak
Weak
Average
strength
Strong
Very strong
Scale 1 2 3 4 5
The first draft of the questionnaire was revised through three main stages, which are: the
face validity, pre-testing the questionnaire, and the pilot study. With each stage, the
questionnaire was revised and refined more and more. Regarding details of each stage,
it will be discussed in the following parts.
3.6 Face validity
Face validity was important to see whether the questionnaire appears to be valid or not.
It was a ―common-sense‖ assessment by the experts in the fields of the AEC industry
and Statistics (Salkind, 2010). The questionnaire was presented to 12 experts (from
Gaza city as well as outside Palestine) by hand delivery and by the email at different
periods for assessment the validity of the questionnaire. Many useful and important
modifications have been made for the questionnaire. Those modifications have been
explained in Table (3.2).
Table (3.2): Results of the face validity
Name Country Specialization Outcome
Expert
A
Palestine
(Gaza)
MSc of
Statistics
Corrected the formulation of the questions
(regarding Statistics) in the part #1 of the
questionnaire which was about the respondent
demographic data and the way of work
performance.
Expert
B
Palestine
(Gaza)
Distinguished
Prof. of
Construction
Engineering and
Management
Some of the items in the different fields of the
questionnaire were deleted because it were not
related to the AEC industry in Gaza strip, or it
was not clear or ambiguous such as:
45
Table (3.2): Results of the face validity
Name Country Specialization Outcome
Model auditing (BIM functions)
Collaborative platforms (BIM functions)
Improve labor market (BIM benefits)
Adoption of BIM will affect the roles and
relationships of the participating actors
such as the need to the new role of the
"BIM model manager" (BIM barriers)
Some of the items were modified.
Added an item, which was:
Improve safety design (BIM benefits).
Some of the items needed for further
explanation.
Some items were merged.
Advised to clarify any attached shortcuts.
Expert
C
Palestine
(Gaza)
PhD in the
College of
Applied
Engineering &
Urban Planning
Helped in designing the questions for
measuring objective #1, which was about
assessing the awareness level of BIM by the
professionals in the AEC industry in Gaza strip.
Some items, in the field of BIM barriers in the
questionnaire, were designed, which are:
Lack of interest in Gaza strip to pursue the
condition of the building over the life after
completion of implementation
Lack of education or training on the use of
BIM, whether in the university or any
governmental or private training centers
Expert
D
Italy MPhil in
Classical
Archaeology
Audited the English language of the first draft
of the questionnaire and modified some words.
Proposed the words of the rating scale (the five-
point Likert scale) for each field.
Expert
E
India PhD in
Chemistry
Audited the cover letter of the questionnaire
and the general structure of the questionnaire.
Expert
F
Palestine
(Gaza)
PhD in
Sustainable
Architecture &
Housing
Had advised shortcutting the questionnaire.
Some of the items in the field of BIM functions
were deleted because they did not relate to the
AEC industry in Gaza strip and they were
ambiguous such as:
Spatial programming/ Visual and
geospatial coordination for construction of
atypical shapes
Virtual mock-up models on large projects
Design assistance
Locating building component
Single data entry multiple
Facilitating real-time data access
Expert
G
Palestine
(Gaza)
PhD in
Renewable
Energy &
Architectural
Design
Had advised shortcutting the questionnaire.
Some of the items in the field of BIM barriers
were deleted because they contained difficult
technical expressions, which were not suitable
for professionals who are non-users of BIM,
such as:
Lack of interoperability due to the software
46
Table (3.2): Results of the face validity
Name Country Specialization Outcome
incompatibility between the different
programs for design and analysis and
hence the lack of integrated models and
collaborative working
Normative issues; lack of standards for
description of BIM objects and systems
Designers/ Engineers see that BIM does not
reduce time used on drafting compared
with current drawing approach
Lack of trust in the integrity of BIM; some
organizations see that BIM is poor in
matching with the user’s needs and lacking
features or flexibility to make a building
model/ drawing
Lack of knowledge about how to choose an
appropriate level of detail for the BIM
model to ensure that money and time are
not wasted on compilation of unnecessary
information
Expert
H
Turkey PhD student in
Urban Planning
Reviewed the English language of the
questionnaire and checked the Arabic
translation for the questionnaire.
Expert
I
Palestine
(Gaza)
PhD in Housing Audited the Arabic language of the
questionnaire.
Expert
J
Palestine
(Gaza)
Professor of
Statistics
Proposed a statistical modification for the
questions that related to objective #1 which was
about assessing the awareness level of BIM by
professionals in the AEC industry in Gaza strip.
Corrected the statistical formulation of the
hypotheses.
Expert
K
Palestine
(Gaza)
MSc in
Statistics
Helped to design the questions for the second
part: “The awareness level of BIM by
professionals.‖
Expert
L
Palestine
(Gaza)
PhD in
Architectural
Design and
Construction
Technology
Proposed to develop the format of the questions
of the ―Part 1: The respondent demographic
data and the way of work performance.‖
Modified question #8 ―Current field-present
job‖ in ―Part 1: The respondent demographic
data and the way of work performance‖ and the
options of this question.
Deleted two questions were designed for the
field of ―Part 2: The awareness level of BIM
professionals in the AEC in Gaza strip.‖
3.7 Pre-testing the questionnaire
Pre-testing the questionnaire was done to make sure that the questionnaire is going to
deliver the right data and to ensure the quality of the collected data. In other words, pre-
testing the questionnaire was an important and necessary step for finding out if the
survey has any logic problems, if the questions are too hard to be understood, if the
wording of the questions is ambiguous, or if it has any response bias, etc. (Lavrakas,
47
2008). The pre-testing was conducted in two phases with twelve professionals of the
AEC industry in Gaza strip (each phase has been tested with six professionals).
The first phase of the pre-testing resulted with some amendments to the wording of
some words in the questions, and further explanation was added to some items to
facilitate the understanding of the question. The questionnaire was modified based on
the results of the first phase of the pre-testing. After that, the second phase was
conducted with the other six professionals, and it was sufficient to ensure the success of
the questionnaire, where there were no any queries from any professional and
everything was clear. According to that, questions have become clear to be answered in
a way that helps to achieve the target of the study and to start the phase of the pilot
study. For further details, review Table (3.3).
Table (3.3): Results of pre-testing the questionnaire
Name Specialization Outcome
Pre
test
1
A1 MSc in Urban
Planning
Modified an item in the field of BIM barriers (in
English language) to facilitate understanding:
Part 5: BA13: it was as ―Lack of real-world
cases that have implemented by using BIM
and have proved a positive return on
investment.‖ It was in need for further
explanation because it was ambiguous and
not understood, so it became as follow:
―Lack of real cases in Gaza strip or other
nearby areas in the region that have been
implemented by using BIM and have
proved a positive return on investment.‖
B1 MSc in
Construction
Management
Modified some items in the field of BIM functions
(in English language) to be as the following:
Part 3: F11: Future expansion/ extension in
facility and infrastructure
Part 3: F14: Issue Reporting and Data
archiving via a 3D model of the building
C1 MSc student in
Construction
Management
Modified an item in the field of BIM benefits (in
English language), where it was in need for more
explanation as follows:
Part 4: BE 7: “Improve the selection of
construction components carefully in line
with the quality and costs (such as types of
doors and windows, coverage type of the
exterior walls, etc.).”
D1 BSc in
Architecture
Modified the formulation of the central question in
part3, part4, and part 5 to facilitate understanding.
E1 BSc in Civil
Engineering
Modified the wording (in Arabic language) of some
items in the different fields of the questionnaire
(see Appendix B):
Part 3: F 4, F 7, F 10, F 15 (BIM functions)
Part 4: BE 1 (BIM benefits)
F1 PhD in
Architectural
Design and
Construction
Technology
Modified the wording (in Arabic language) of some
questions and items of the different fields of the
questionnaire, where they were in need for more
explanation (see Appendix B):
Part 1: Q4, Q8 (Respondent demographic data)
48
Table (3.3): Results of pre-testing the questionnaire
Name Specialization Outcome
Part 2: A 8 (The awareness level of BIM)
Part 4: BE 1, BE 5 (BIM benefits)
Part5: BA 2, BA 3, BA 4, BA 15, BA 1 (BIM
barriers)
Pre
test
2
A2 BSc in Civil
Engineering
Everything was clear
B2 BSc in
Architecture
Everything was clear
C2 BSc in
Architecture
Everything was clear
D2 BSc in
Architecture
Everything was clear
E2 MSc student in
Construction
Management
Everything was clear
F2 PhD in
Architectural
Design and
Construction
Technology
Everything was clear
3.8 Pilot study
After the success of the second phase of the pretesting of the questionnaire, a trial run
on the questionnaire was done before circulating it to the whole sample to get valuable
responses and to detect areas of possible shortcomings (Thomas, 2004). Bell (1996)
described the pilot study as: ―getting the bugs out of the instrument (questionnaire) so
that subjects in the primary study will experience no difficulties in completing it and so
that the researcher can carry out a preliminary analysis to see whether the wording and
format of questions will present any difficulties when the main data are analyzed‖ (cited
in Naoum, 2007).
To do a pilot study, the researcher needs to test all the survey steps from start to finish
with a reasonably large sample. The size of the pilot sample depends on how big the
actual sample is. A sample of around 30-50 people is usually enough to identify any
significant bugs in the system (Thomas, 2004; Weiers, 2011). According to that, 40
copies of the questionnaire were distributed conveniently to respondents from the target
group (the professionals in the AEC industry in Gaza strip). All the copies were
collected, coded, and analyzed through Statistical Package for the Social Sciences IBM
(SPSS) version 22. The tests that conducted were as follows:
1. The statistical validity of the questionnaire/ criterion-related validity.
2. Reliability of the questionnaire by Half Split method and the Cronbach‘s
Coefficient Alpha method.
3.8.1 Statistical validity of the questionnaire
In quantitative research, validity is the extent to which a study using particular tool
measures what it sets out to measure. To ensure the validity of the questionnaire, two
statistical tests should be applied. The first test is the criterion-related/ internal validity
test (Pearson test) which measures the correlation coefficient between each item in the
49
field and the whole field. The second test is the structure validity test (Pearson test) that
used to test the validity of the questionnaire structure by testing the validity of each field
and the validity of the whole questionnaire. It measures the correlation coefficient
between one field and all the fields of the questionnaire that have the same level of
similar scale (Weiers, 2011; Garson, 2013).
Internal validity test
Internal consistency of the questionnaire was measured by the scouting sample (the
sample of the pilot study), which consisted of 40 questionnaires. It was done by
measuring the correlation coefficients (Pearson test) between each item in one field and
the whole field (Weiers, 2011; Garson, 2013). Tables in Appendix C from 1 to 4 show
the correlation coefficient P-value for each item in each field. The test applied on the
parts (2: Assessing the awareness level of BIM by the professionals in the AEC industry
in Gaza strip, 3: Investigating the importance of BIM functions in the AEC industry in
Gaza strip, 4: Investigating the value of BIM benefits in the AEC industry in Gaza strip,
and 5: Investigating the BIM barriers in the AEC industry in Gaza strip) of the
questionnaire. As shown in the Tables C1, C2, C3, and C4, the P-values are less than
0.05, so the correlation coefficients of each field are significant at α = 0.05. Thus, it can
be said that the items of each field are consistent and valid to measure what they were
set out to measure.
Structure validity test
Structure validity is the second statistical test that used to test the validity of the
questionnaire structure by testing the validity of each field and the validity of the whole
questionnaire. It measures the correlation coefficient between one field and all of the
other fields of the questionnaire that have the same level of the rating scale (five-point
Likert scale) (Weiers, 2011; Garson, 2013). As shown in Table (3.4), the significance
values (P-values) are less than 0.05, which indicates that the correlation coefficients of
all the fields are significant at α = 0.05. Thus, it can be said that the fields are valid to
measure what they were set out to measure to achieve the main aim of the study.
Table (3.4): Structure validity of the questionnaire
Fields
Pearson
correlation
coefficient
P-value
The awareness level of BIM by the professionals 0.421 0.01
The importance of BIM functions 0.477 0.00
The value of BIM benefits 0.420 0.01
The strength of BIM barriers 0.380 0.02
3.8.2 Reliability test
Reliability is the degree of consistency or dependability with which an instrument
(questionnaire for this study) measures what it is designed to measure. The test is doing
by repeating the questionnaire to the same sample of the target group in a different time
and comparing the scores that obtained for the first time and for the second time by
computing a reliability coefficient. For the most purposes, it considered satisfactory if
the reliability coefficient is above 0.7. A period of two weeks to a month is
recommended for distributing the questionnaires for the second time (Field, 2009;
50
Weiers, 2011; Garson, 2013). Due to the complicated conditions, it was too difficult to
ask the same sample to respond to the same questionnaire twice within a short period.
Thus, to overcome the distribution of the questionnaire twice to measure the reliability,
Half Split method, and Cronbach‘s alpha coefficient test were used through the SPSS
software to achieve that.
Half Split Method
This method depends on finding Pearson correlation coefficient between the Means of
the questions with the odd rank and the questions with the even rank of each field of the
questionnaire. Then, correcting the Pearson correlation coefficients can be done by
using Spearman-Brown correlation coefficient of correction. The corrected correlation
coefficient (consistency coefficient) is computed according to the following equation:
Consistency coefficient = 2r/(r +1), where r is the Pearson correlation coefficient. The
normal range of corrected correlation coefficient 2r/(r +1) is between 0.0 and + 1.0
(Weiers, 2011; Garson, 2013).
As shown in Table (3.5), all the corrected correlation coefficients values are between
0.82 and 0.88 and the general reliability for all items equals 0.86. The significance
values are less than 0.05, which indicates that the corrected correlation coefficients are
significant at α= 0.05. Thus, it can be said that the studied fields were reliable according
to the Half Split method.
Table (3.5): Split-Half Coefficient method
No. Fields person-
correlation
Spearman-
Brown
Coefficient
Sig.
(2-tailed)
1 The awareness level of BIM by
the professionals 0.75 0.86 0.00*
2 The importance of BIM functions 0.69 0.82 0.00*
3 The value of BIM benefits 0.79 0.88 0.00*
4 The strength of BIM barriers 0.77 0.87 0.00*
All items 0.76 0.86 0.00*
Cronbach’s Coefficient Alpha (Cα)
This method is used to measure the reliability of the questionnaire between each field
and the Mean of the whole fields of the questionnaire. The normal range of Cronbach‘s
coefficient alpha (Cα) value is between 0.0 and +1.0, and the higher value reflects a
higher degree of internal consistency (Field, 2009; Weiers, 2011; Garson, 2013). As
shown in Table (3.6), the Cronbach‘s coefficient alpha (Cα) was calculated for four
fields. The results were in the range from 0.84 and 0.92 and the general reliability for all
items equals 0.87. This range is considered high, where it is above 0.7. Thus, the result
ensures the reliability of the questionnaire.
Table (3.6): Cronbach’s Coefficient Alpha for reliability (Cα)
No. Fields Cronbach's Alpha
(Cα)
1 The awareness level of BIM by professionals 0.89
2 The importance of BIM functions 0.84
51
Table (3.6): Cronbach’s Coefficient Alpha for reliability (Cα)
No. Fields Cronbach's Alpha
(Cα)
3 The value of BIM benefits 0.92
4 The strength of BIM barriers 0.89
All items 0.87
As shown above, results of the statistical validity of the questionnaire (the internal and
the structure of the questionnaire) as well as the results of reliability tests (Half Split
method and the Cronbach‘s coefficient Alpha method) showed the success of the tests
and thus the success of the questionnaire (valid and reliable). Thereby, the questionnaire
was adopted, and the 40 successful copies of the pilot study were included in the whole
sample.
3.9 Final amendment to the questionnaire
After piloting, the questionnaire was adopted and distributed to the whole sample. Each
field was straightforward and short to improve response rates (Dillman et al., 2000).
And as mentioned above, the questionnaire was provided with a covering letter
explaining the aim of the research, the security of the information to encourage a high
response, and the way of responding. The original questionnaire was developed in the
English language. English language questionnaire is attached to (Appendix A). Based
on the belief of the researcher that the questionnaire would be more effective and easier
to be understood for all respondents if it is in Arabic (native language) and thus get
more realistic results, the questionnaire (after final adoption) was translated in the
Arabic language, which is attached to (Appendix B).
Regarding the final content of the questionnaire, as mentioned above in (3.2 Research
design), the researcher summarized a set of items that related to BIM functions, BIM
benefits, and barriers to adopting BIM that were reviewed in the previous chapter
(Literature review) in three tables (2.3), (2.5), (2.6), where the researcher has compiled
and summarized 45 items of BIM functions, 55 items of BIM benefits, and 36 items of
BIM barriers. According to the research objectives, those items were used in the
questionnaire design in three parts (part 3, part 4, and part 5). While all items of part 2
were designed by the researcher as well as questions of part 1.
As it turns out by explaining each step of the process of the questionnaire design and
development and according to the results of each step, some of those items have been
selected, other items have been modified, while others have been merged, as well as
some items have been added. Table (3.7) shows how items were obtained for each field
in the questionnaire. All changes in those items can also be followed through the
following three Tables: (3.8), (3.9), and (3.10). Based on that, the final questionnaire
contains:
Part one: is related to the respondent’s demographic data and the way of work
performance (consists of 11 questions; Q1 to Q11).
Part two: to assess the awareness level of BIM by the professionals in the AEC
industry in Gaza strip (consists of 9 items; A1 to A9).
Part three: to investigate the importance of BIM functions in the AEC industry
in Gaza strip (consists of 16 items; F1 to F16).
52
Part four: to investigate the value of BIM benefits in the AEC industry in Gaza
strip (consists of 26 items; BE 1 to BE 26).
Part five: to investigate the BIM barriers in the AEC industry in Gaza strip
(consists of 18 items; BA 1 to BA 18).
Table (3.7): A summary illustrates how items were obtained for each field in the
questionnaire
Field
Fro
m
Lit
erat
ure
Rev
iew
Th
e S
elec
ted I
tem
s
Th
e A
dd
ed I
tem
s
Th
e D
elet
ed I
tem
s
Th
e M
erg
ed I
tem
s
Th
e M
odif
ied I
tem
s
Th
e M
erg
ed a
nd
Mod
ifie
d I
tem
s
Th
e F
inal
use
d I
tem
s
The awareness level of
BIM by the professionals - - 9 - - - - 9
The importance of BIM
functions 45
- - 22 1 13 2 16
The value of BIM benefits 55 - 1 10 2 18 5 26
The BIM barriers 36 1 2 10 1 11 3 18
53
Table (3.8): List of the items of BIM functions for the final questionnaire
No. BIM function
Source
The way that
was done to get
the item
F1
Three-dimensional (3D) modeling and visualization Ashcraft (2008); Eastman et al. (2008); Baldwin (2012);
Becerik-Gerber et al. (2011); Ku and Taiebat (2011); Gray et
al. (2013); Lee et al. (2014)
Merged
F2 Functional simulations to choose the best solution (such as
Lighting, energy, and any other sustainability information)
Ashcraft (2008); Eastman et al. (2008); Baldwin (2012); Lee et
al. (2014)
Modified and
Merged
F3
Change Management (any modification to the building design
will automatically replicate in each view such as floor plans,
sections, and elevation)
CRC construction innovation (2007); Baldwin (2012)
Modified
F4
Visualized constructability reviews/ Building simulation (a
3D structural model as well as a 3D model of Mechanical,
Electrical, and Plumbing (MEP) services)
Ashcraft (2008); Eastman et al. (2008); Ku and Taiebat
(2011); Gray et al. (2013); Lee et al. (2014) Modified
F5 Four-dimensional (4D) visualized scheduling and construction
sequencing
Eastman et al. (2008); Ku and Taiebat (2011); Baldwin (2012);
Gray et al. (2013); Lee et al. (2014) Modified
F6 Model-based cost estimation (Five-dimensional (5D)) Eastman et al. (2008); Baldwin ( 2012); Gray et al. (2013) Modified
F7 Model-based site planning and site utilization Ku and Taiebat (2011); Baldwin ( 2012); Gray et al. (2013) Modified
F8 Safety planning and monitoring on-site Eastman et al. (2008) Modified
F9 Model-based quantity take-offs of materials and labor Ashcraft (2008); Eastman et al. (2008); Ku and Taiebat (2011);
Lee et al. (2014) Modified
F10 Creation of as-built model that contains all the necessary data
to manage and operate the building (facility management)
Ashcraft (2008); Eastman et al. (2008); Lee et al. (2014)
Modified
F11 Future expansion/ extension in facility and infrastructure Baldwin ( 2012) Modified
F12 Maintenance scheduling via as-built model Becerik-Gerber et al. (2011); Baldwin (2012); Gray et al.
(2013) Modified
F13 Energy optimization of the building Ashcraft (2008); Eastman et al. (2008); Becerik-Gerber et al.
(2011) Modified
F14 Issue Reporting and Data archiving via a 3D model of the
building
Eastman et al. (2008); Ku and Taiebat (2011); Baldwin (2012) Merged and
Modified
54
Table (3.8): List of the items of BIM functions for the final questionnaire
No. BIM function
Source
The way that
was done to get
the item
F15 Managing metadata (provide information about an individual
item's content) via a 3D model of the building
Baldwin ( 2012) Modified
F16 Interoperability and translation of information (among the
professionals) within the same system/ program
Baldwin ( 2012); Gray et al. (2013) Modified
Table (3.9): List of the items of BIM benefits for the final questionnaire
No. BIM benefit
Source
The way that
was done to get
the item
BE 1 Improve realization of the idea of a design by the owner via a
3D model of the building
Eastman et al. (2008, 2011); Stanley and Thurnell (2014)
Modified
BE 2
Support design decision-making by comparing different design
alternatives on a 3D model
Azhar et al. (2008a); Azhar et al. (2008b); Eastman et al. (2008,
2011); Allen Consulting Group (2010); Ahmad et al. (2012);
Newton and Chileshe (2012); Stanley and Thurnell (2014)
Merged
BE 3 Enhance design team collaboration (Architectural, Structural,
Mechanical, and Electrical Engineers)
Eastman et al. (2008, 2011) Modified
BE 4 Improve design quality (reducing errors/ redesign and
managing design changes)
Holness (2006); Eastman et al. (2008, 2011) Modified
BE 5
Improve sustainable design and lean design
Azhar et al. (2008a); Azhar et al. (2008b);
Eastman et al. (2008, 2011); (Gleeson, 2008) (cited in Azhar
and Brown, 2009); Azhar and Brown (2009); Krygiel et al.
(2008); Allen Consulting Group (2010); Schade et al. (2011);
Khosrowshahi and Arayici (2012); Kolpakov (2012); Park et al.
(2012); Stanley and Thurnell (2014)
Merged and
Modified
BE 6 Improve safety design Added
55
Table (3.9): List of the items of BIM benefits for the final questionnaire
No. BIM benefit
Source
The way that
was done to get
the item
BE 7
Improve the selection of the construction components carefully
in line with the quality and costs (such as types of doors and
windows, coverage type of the exterior walls, etc.)
Holness (2006); Eastman et al. (2008, 2011); Lorimer (2011);
Barlish and Sullivan (2012); Aibinu and Venkatesh (2013)
Merged and
Modified
BE 8 Improve understanding the sequence of the construction
activities
Eastman et al. (2011); Newton and Chileshe (2012); Aibinu and
Venkatesh (2013); Farnsworth et al. (2014) Merged
BE 9
Enhance work coordination with subcontractors and suppliers
(supply chain)
Eastman et al. (2008, 2011); Hardin (2009); McGraw-Hill
Construction (2009); Succar (2009); Weygant (2011); Ahmad et
al. (2012); Khosrowshahi and Arayici (2012); Lorch (2012);
Farnsworth et al. (2014); Stanley and Thurnell (2014)
Merged and
Modified
BE 10 Increase the quality of prefabricated (digitally fabricated)
components and reduce its costs
Eastman et al. (2008, 2011); Gray et al. (2013)
Modified
BE 11 Improve safety planning and monitoring on-site/ reduce risks Eastman et al. (2008, 2011); Khosrowshahi and Arayici (2012);
Zhang et al. (2013); Stanley and Thurnell (2014)
Merged and
Modified
BE 12 Increase the accuracy of scheduling and planning Holness (2006); Farnsworth et al. (2014) Modified
BE 13 Increase the accuracy of cost estimation Holness (2006); Nassar (2010); Farnsworth et al. (2014);
Stanley and Thurnell (2014) Modified
BE 14 Improve communication between project parties Lin (2012) ; Lorch (2012); Farnsworth et al. (2014) Modified
BE 15 Reduce change/ variation orders in the construction stage Eastman et al. (2008, 2011); Lorimer (2011); Barlish and
Sullivan (2012) Modified
BE 16 Reduce clashes among the stakeholders (clash detection) Holness (2006); Newton and Chileshe (2012); Farnsworth et al.
(2014) Modified
BE 17 Reduce the overall project duration and cost McGraw-Hill Construction (2009); Eastman et al. (2011);
Barlish and Sullivan (2012); Barlish and Sullivan (2012) Modified
BE 18
Improve the implementation of lean construction techniques to
get sustainable solutions for reducing waste of materials during
construction and demolition
Eastman et al. (2008, 2011); Kjartansdóttir (2011);
Khosrowshahi and Arayici (2012); Kolpakov (2012); Cheng
and Ma (2013)
Merged and
Modified
56
Table (3.9): List of the items of BIM benefits for the final questionnaire
No. BIM benefit
Source
The way that
was done to get
the item
BE 19
Ease of information retrieval for the entire life of the building
through as-built 3D model
Azhar et al. (2008a); Azhar et al. (2008b); Eastman et al. (2008,
2011); Allen Consulting Group (2010); Becerik-Gerber et al.
(2010); BIFM (2012)
Modified
BE 20
Improve the management and the operation of the building to
maintain its sustainability by supporting decision-making on
matters relating to the building
Schade et al. (2011); Lee et al. (2007); Lee et al. (2009); Choi
(2010); Smart Market Report (2012) (cited in Lee et al., 2014)
Modified
BE 21
Increase coordination between the different operating systems
of the building (such as security and alarm system, lighting, air
conditioning, etc.)
Gray et al. (2013) Modified
BE 22 Enhance energy efficiency and sustainability of the building Ku and Taiebat (2011)
Modified
BE 23 Improve maintenance planning (preventive and curative)/
maintenance strategy of the facility
Becerik-Gerber et al. (2011); BIFM (2012) Modified
BE 24
Control the whole-life costs of the asset effectively CRC Construction Innovation (2007); Azhar et al. (2008a);
Azhar et al. (2008b); Eastman et al. (2011); Ku and Taiebat
(2011); BIFM (2012)
Modified
BE 25 Increase profits by marketing for the facility via a 3D model Becerik-Gerber et al. (2011) Modified
BE 26 Improve emergency management (put plans for avoiding
hazards and cope with disasters such as fire, earthquakes, etc.)
Becerik-Gerber et al. (2011) Modified
Table (3.10): List of the items of BIM barriers for the final questionnaire
No. BIM barrier
Source
The way that
was done to
get the item
BA 1
Necessary high costs to buy BIM software and costs of the
necessary hardware updates
Lee et al. (2007); Lee et al. (2009); Choi (2010); Smart Market
Report (2012) (cited in Lee et al., 2014); Aibinu and Venkatesh
(2013)
Modified
57
Table (3.10): List of the items of BIM barriers for the final questionnaire
No. BIM barrier
Source
The way that
was done to
get the item
BA 2 Lack of the awareness of BIM by stakeholders Kassem et al. (2012); Löf and Kojadinovic (2012); Mitchell and
Lambert (2013); NBS (2013); Thurairajah and Goucher (2013)
Modified
BA 3
Lack of knowledge of how to apply BIM software AGC (2005); Azhar et al. (2008b); Keegan (2010); Lahdou and
Zetterman (2011); Kassem et al. (2012); Khosrowshahi and
Arayici (2012); Löf and Kojadinovic (2012); Crowley (2013)
Modified
BA 4
Professionals think that the current CAD system and other
conventional programs satisfy the need of designing and
performing the work and complete the project efficiently
Yan and Damian (2008); Kjartansdóttir (2011)
Modified
BA 5
Lack of the awareness of the benefits that BIM can bring to
Engineering offices, companies, and projects
Arayici et al. (2009); Kassem et al. (2012); Khosrowshahi and
Arayici (2012); Löf and Kojadinovic (2012); Elmualim and
Gilder (2013); Lee et al.(2007); Lee et al. (2009); Choi (2010);
Smart Market Report (2012) (cited in Lee et al., 2014); Aibinu
and Venkatesh (2014)
Modified and
Merged
BA 6
Lack of effective collaboration among project stakeholders to
exchange necessary information for BIM application, due to the
fragmented nature of the AEC industry in Gaza strip
Arayici et al. (2005); Becerik-Gerber et al. (2011); Ku and
Taiebat (2011); Lahdou and Zetterman (2011); Sebastian (2011);
Löf and Kojadinovic (2012); Lindblad (2013); Lee et al. (2007);
Lee et al. (2009); Choi (2010); Smart Market Report (2012)
(cited in Lee et al., 2014); Mandhar and Mandhar (2013)
Modified and
Merged
BA 7
Resistance by companies and institutions for any change can
occur in the workflow system and the refusal of adopting a new
technology
(Davidson (2009); Arayici et al. (2005); Gu et al., (2008); Yan
and Damian (2008); Arayici et al. (2009); Becerik-Gerber et al.
(2011); Gu and London (2010); Khosrowshahi and Arayici
(2012)
Modified
BA 8
Lack of the financial ability for the small firms to start a new
workflow that is necessary for the adoption of BIM effectively
Arayici et al. (2009); Khosrowshahi and Arayici (2012);
Elmualim and Gilder (2013); Thurairajah and Goucher (2013);
Aibinu and Venkatesh (2014)
Modified
BA 9
Companies prefer focusing on projects (under working/
construction) rather than considering, evaluating, and
implementing BIM
McGraw-Hill Construction (2009); Löf and Kojadinovic (2012)
Modified
58
Table (3.10): List of the items of BIM barriers for the final questionnaire
No. BIM barrier
Source
The way that
was done to
get the item
BA 10 Difficulty of finding project stakeholders with the required
competence to participate in applying BIM
Lahdou and Zetterman (2011)
Selected
BA 11
Lack of the governmental regulations for full support the
implementation of BIM
Becerik-Gerber et al. (n.d.); Arayici et al. (2005); Eastman et
al.(2008); Gu et al. (2008); Howard and Björk (2008); Perlberg
(2009); Becerik-Gerber et al. (2011); Kjartansdóttir (2011); Ku
and Taiebat (2011); Lahdou and Zetterman (2011); Weygant
(2011); Khosrowshahi and Arayici (2012); Crowley (2013); Lee
et al. (2007); Lee et al. (2009); Choi (2010); Smart Market
Report (2012) (cited in Lee et al., 2014)
Mitchell and Lambert (2013); Aibinu and Venkatesh (2014)
Merged
BA 12
Lack of demand and disinterest from clients regarding with
using BIM technology in design and construction of the project
Tse et al. (2005); Gu et al. (2008); Keegan (2010);
Kjartansdóttir (2011); Khosrowshahi and Arayici (2012); Löf
and Kojadinovic (2012); Crowley (2013); Aibinu and Venkatesh
(2014)
Modified and
Merged
BA 13
Lack of the real cases in Gaza strip or other nearby areas in the
region that have been implemented by using BIM and have
proved positive return of investment
Yan and Damian (2008); Becerik-Gerber et al. (2011)
Modified
BA 14 Lack of interest in Gaza strip to pursue the condition of the
building over the life after completion of implementation stage
Added
BA 15
Lack of Architects/ Engineers skilled in the use of BIM
programs
Gu et al. (2008); Howard and Björk (2008); Kjartansdóttir
(2011); Ku and Taiebat (2011); Both and Kindsvater (2012);
Khosrowshahi and Arayici (2012); Crowley (2013); Lee et al.
(2007); Lee et al. (2009); Choi (2010); Smart Market Report
(2012) (cited in Lee et al., 2014); Thurairajah and Goucher
(2013); Aibinu and Venkatesh (2014)
Modified
BA 16 Lack of the education or training on the use of BIM, whether in
the university or any governmental or private training centers
Added
59
Table (3.10): List of the items of BIM barriers for the final questionnaire
No. BIM barrier
Source
The way that
was done to
get the item
BA 17
The unwillingness of Architects/ Engineers to learn new
applications because of their educational culture and their bias
toward the programs they are dealing with
Davidson (2009); Arayici et al. (2005); Gu et al. (2008); Yan
and Damian (2008); Arayici et al. (2009); Becerik-Gerber et al.
(2011); Gu and London (2010); Khosrowshahi and Arayici
(2012)
Modified
BA 18
Reluctance to train Architects/ Engineers due to the costly
training requirements in terms of time and money
Kaner et al., (2008); Yan and Damian (2008); Arayici et al.
(2009); Becerik-Gerber et al. (2011); Keegan (2010);
Khosrowshahi and Arayici (2012); Elmualim and Gilder (2013);
Aibinu and Venkatesh (2014)
Modified
60
3.10 Quantitative data analysis
A quantitative method was adopted in the current research, where quantitative methods
of data analysis can be of great value to the researcher who is attempting to draw
meaningful results from a large body of qualitative data. The main beneficial aspect is
that quantitative analytical approach provides the Means to separate out the large
number of confounding factors that often obscure the main qualitative findings (Field,
2009; Salkind, 2010, Abeyasekera, 2013). Statistical methods play a prominent role in
most research that dependent on quantitative analysis of data through converting the
ordinal data to numeric data by using the rating scale (the five-point Likert scale) as it
mentioned before. This way helps to conclude better results and to link them and
comparing with the results of previous research to show the contrast and the extent of
progress. Statistical analysis also helps the researcher to identify the degree of accuracy
of data and information of the study. It allows reporting of summary results in
numerical terms to be given with a specified degree of confidence (Field, 2009;
Treiman, 2009; Salkind, 2010).
3.11 Measurements
Analysis of the data was undertaken using IBM SPSS Statistics (Statistical Package for
the Social Sciences) Version 22(IBM). The following quantitative measures were used
for the data analysis:
A. Descriptive Statistics (Naoum, 2007; Salkind, 2010):
1. Frequencies and Percentile.
2. Measures of central tendency (the Mean)
3. Measurement of dispersion based on the Mean (Standard Deviation)
4. Relative Important Index (RII)
5. Factor analysis
6. Normal distribution
7. Homogeneity of variances (Homoscedasticity)
B. The Inferential Statistics (bivariate)/ test of hypotheses (Naoum, 2007; Salkind,
2010):
1. Cross-tabulation analysis
2. Pearson product-moment correlation coefficient/ Pearson's correlation
coefficient )a parametric test)
3. The sample independent t-test to find out whether there is a significant
difference in the Mean between two groups )a parametric test(
4. One-way Analysis of Variance (ANOVA) test )a parametric test(
5. Scheffé's method for multiple comparisons
The tabulation, bar chart, pie chart, and graph are the tools which have been used to
present the results.
3.11.1 Cross-tabulation analysis
In Statistics, a cross tabulation (crosstab) is a type of table in a matrix format that
displays the (multivariate) frequency distribution of the variables. They are heavily used
in survey research, business intelligence, Engineering and scientific research. They
provide a basic picture of the interrelation between two variables and can help find
61
interactions between them. In other words, the cross tabulation is a tool that allows a
researcher to compare the relationship between two variables.
3.11.2 Calculating of Relative Importance Index (RII) of Factors
The relative importance index method (RII) was used to determine the ranks of items/
variables as perceived by the respondents in each of part 2, part 3, part 4, and part 5.
The relative importance index was computed as (Sambasivan and Soon, 2007; Field,
2009):
𝑅𝐼𝐼=Σ𝑊/ (𝐴*𝑁)
Where:
W = the weighting given to each factor by the respondents (ranging from 1 to 5)
A = the highest weight (i.e. 5 in this case)
N = the total number of respondents
The RII value had a range of 0 to 1 (0 not inclusive), the higher the value of RII, the
more impact of the attribute. However, RII doesn't reflect the relationship between the
various items.
As such analysis does not provide any meaningful outcomes regarding understanding
the clustering effects of the similar items and the predictive capacity, further analysis is
required using advanced statistical methods. Factor analysis was used to reduce the
items and investigating the clustering effects.
3.11.3 Factor analysis
Factor analysis is a generic term for a family of statistical techniques concerned with the
reduction of a set of observable variables regarding a small number of latent factors. It
has been developed primarily for analyzing relationships among some measurable
entities (such as survey items or test scores). The underlying assumption of factor
analysis is that there exist some unobserved latent variables (or ―factors‖) that account
for the correlations among observed variables. In other words, the latent factors
determine the values of the observed variables (Doloi, 2008; Doloi, 2009; Hardy and
Bryman, 2004; Larose, 2006; Liu and Salvendy, 2008; Field, 2009). The main
applications of factor analytic techniques are:
(1) To reduce the number of variables; and
(2) To detect structure in the relationships between variables, that is to classify
variables.
3.11.3.1 Type of factor analysis
Exploratory factor analysis (EFA), which is used to identify complex
interrelationships among items and group items that are part of unified concepts.
The researcher makes no ―priori‖ assumptions about relationships among
factors.
Confirmatory factor analysis (CFA), which is a more complex approach that
tests the hypothesis that the items are associated with specific factors.
62
3.11.3.2 Methods of factoring
There are several methods for unearthing factors in data (Field, 2009):
Principal component analysis (PCA): is a widely used method for factor
extraction, which is the first phase of EFA. Factor weights are computed to
extract the maximum possible variance, with successive factoring continuing
until there is no further meaningful variance left. The factor model must then be
rotated for analysis
Canonical factor analysis (also called Rao's canonical factoring)
Image factoring
Alpha factoring
Factor regression model
Principal Component Analysis (PCA) is the preferred method, and thus, it has been
selected for factoring in this research to examine the underlying structure or the
structure of interrelationships among the variables.
3.11.3.3 The distribution of data
The assumption of normality is the essential requirement to generalize the results of
factor analysis test beyond the sample collected (Field, 2009; Zaiontz, 2014).
3.11.3.4 Validity of sample size
The reliability of factor analysis is dependent on sample size. PCA can be conducted on
a sample that has fewer than 100 respondents, but more than 50 respondents. The
standard rule is to suggest that sample size contains at least 10–15 respondents per item/
variable. In other words, sample size should be at least ten times the number of items/
variables and some even recommend twenty times (Field, 2009; Zaiontz, 2014).
3.11.3.5 Validity of correlation matrix (correlations between variables)
It is simply a rectangular array of numbers which gives the correlation coefficients
between a single item/ variable and every other item/ variable in the investigation. The
correlation coefficient between a variable and itself is always 1; hence the principal
diagonal of the correlation matrix contains 1s. The correlation coefficients above and
below the principal diagonal are the same. PCA requires that there be some correlations
greater than 0.30 between the items/ variables included in the analysis (Field, 2009;
Zaiontz, 2014).
3.11.3.6 Kaiser-Meyer-Olkin (KMO) and Bartlett's Test as a measure of
appropriateness of factor analysis
The value of KMO can be calculated for individual and multiple items/ variables and
represents the ratio of squared correlation between items/ variables to the squared partial
correlation between items/ variables. It varies from 0 to 1. Interpretive adjectives for the
Kaiser Meyer Olkin Measure of Sampling Adequacy are: in the 0.90 as marvelous, in
the 0.80's as meritorious, in the 0.70's as middling, in the 0.60's as mediocre, in the
0.50's as miserable, and below 0.50 as unacceptable. A value close to 1 indicates that
pattern of correlation is relatively compact, and hence factor analysis should give clear
63
and reliable results (Kaiser, 1974; Field, 2009; Zaiontz, 2014). Bartlett's test of
sphericity tests the hypothesis that the correlation matrix is an identity matrix; i.e. all
diagonal elements are 1 and all off-diagonal elements are 0, implying that all of the
items/ variables are uncorrelated. If the significant value for this test is less than alpha
level; researcher must reject the null hypothesis that the correlation matrix is an identity
matrix (Field, 2009; Zaiontz, 2014).
3.11.3.7 Determining the number of factors
Determining the optimal number of factors to extract is not a straightforward task since
the decision is ultimately subjective. There are several criteria for the number of factors
to be extracted. The ―eigenvalues greater than one‖ rule has been most commonly used
due to its simple nature and availability in various computer packages. The eigenvalue
(variance) criterion stated that each component explained at least one item's/ variable's
worth of the variability, and therefore only components with eigenvalues greater than
one should be retained (Larose, 2006; Field, 2009).
After extraction of factors, table of ―communalities (common variances)‖ should be
examined to know how much of the variance in each of the original items/ variables is
explained by the extracted factors. If the communality for a variable is less than 50%, it
is a candidate for exclusion from the analysis because the factor solution contains less
than half of the variance in the original item/ variable, and the explanatory power of that
variable might be better represented by the individual item/ variable (Field, 2009;
Zaiontz, 2014).
Components are then rotated via varimax rotation approach to assist in the process of
interpretation and to discover the best distribution of the better loading components
regarding the meaning of the components. This does not change the underlying solution
or the relationships among the items/ variables. Rather, it presents the pattern of
loadings in a manner that is easier to interpret factors/ components (Factor loading: the
regression coefficient of an item/ a variable for the linear model that describes a latent
variable or factor in factor analysis). On another hand, the pattern of factor loadings
should be examined to identify variables that have a complex structure (complex
structure occurs when one item/ variable has high loadings or correlations (0.50 or
greater) on more than one factor/ component). If an item/ a variable has a complex
structure, it should be removed from the analysis (Reinard, 2006; Field, 2009; Zaiontz,
2014).
3.11.3.8 Mathematical validity of factor analysis
Once factors have been extracted, it is necessary to cross check if factor analysis
measured what was intended to be measured by using Cronbach's alpha test (Cα). An
alpha of 0.60 or higher is the minimum acceptable level. Preferably, alpha will be 0.70
or higher (Field, 2009; Weiers, 2011; Garson, 2013).
3.11.4 Normal distribution
Normal distribution approximates many natural phenomena so well. It has been
developed into a standard of reference for many probability problems (Field, 2009).
Parametric statistical tests often assume the data has a normal distribution, because
when the data is not normal, it produces unqualified results. Normality was assessed by
64
applying the Central Limit Theorem. The Central Limit Theorem states that when
samples are large (above about 30), the sampling distribution will take the shape of a
normal distribution regardless of the shape of the population from which the sample was
drawn (Field, 2009; Levine et al., 2009). According to that, the collected data of the
research follows the normal distribution, where the sample size is N=270, and so
parametric tests must be used. Besides The Central Limit Theorem, normality was
assessed by conducting Skewness and Kurtosis tests (Hair et al., 2013). The acceptable
range for normality is Skewness and Kurtosis lying between -1 to 1 (Hair et al., 2013).
As shown in Table (3.11), Skewness and Kurtosis values were located in the acceptable
range in the current data set. Due to the large size of the sample (N=270), Skewness and
Kurtosis are decreased and data considered normal. This result supports The Central
Limit Theorem.
Table (3.11): Skewness and Kurtosis results
Fields Skewness Std. Error of
Skewness Kurtosis
Std. Error of
Kurtosis
The awareness level of BIM by the
professionals 0.77 0.15 0.16 0.30
The importance of BIM functions -0.53 0.15 -0.19 0.30
The value of BIM benefits -0.62 0.15 0.04 0.30
The strength of BIM barriers -0.71 0.15 1.08 0.30
All fields -0.51 0.15 -0.04 0.30 Sample size (N) = 270, Missing= 0
3.11.5 Homogeneity of variances (Homoscedasticity)
Equal variances across samples are called Homogeneity of variance. Some statistical
tests, for example, the analysis of variance, assume that variances are equal across
groups or samples. The assumption of Homoscedasticity (Homogeneity of variance)
simplifies mathematical and computational treatment. Levene's test (Levene 1960) is
used to verify the assumption that k samples have equal variances (Field, 2009).
3.11.6 Parametric tests
A parametric test is one that requires data from one of the large catalogue of
distributions that statisticians have described and for data to be parametric certain
assumptions must be true. The assumptions of parametric tests are as follows: Normally
distributed data, Homogeneity of variance, Interval data, and Independence (Field,
2009; Weiers, 2011).
3.11.6.1 Pearson's correlation coefficient
Correlation refers to any of a broad class of statistical relationships involving
dependence. The most familiar measure of dependence between two quantities (two
sets of data or two variables) is the Pearson product-moment correlation coefficient, or
―Pearson's correlation coefficient,‖ commonly called just ―the correlation coefficient.‖
It shows the linear relationship between two sets of data. Two letters are used to
represent the Pearson correlation: Greek letter rho (ρ) for a population and the letter (r)
for a sample (Filed, 2009; Treiman, 2009). The Pearson's correlation coefficient
measures the strength and the direction of the relationship between two quantitative
variables. It is used to measure the strength of a linear association between two
65
variables, where the value r = 1 means a perfect positive correlation and the value r = -1
means a perfect negative correlation. The sign of (r) denotes the nature of the
relationship, while the value of (r) denotes the strength of relationship (Filed, 2009;
Treiman, 2009).
Requirements to apply the test
Scale of measurement should be interval or ratio
Variables should be approximately normally distributed
The association should be linear
There should be no outliers in the data
3.11.6.2 Independent Samples t-test
The t-test is a parametric test which helps the researcher to compare whether two groups
have different average (Mean) values (for example, whether men and women have
different average heights). According to the data gathered, the critical value of t = 1.97,
where the degree of freedom (df) = [N-2] = [270-2] = 268 (N is the sample size) at
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011).
3.11.6.3 One-way Analysis of Variance (One-way ANOVA)/ (F-test)
One-way Analysis of Variance (abbreviated one-way ANOVA) provides a parametric
statistical test of whether or not the Means of several groups are equal (by using the F-
ratio), and therefore generalizes the t-test to more than two groups. Critical value of F:
at degree of freedom (df) = [(K-1), (N-K)] at significance (probability) level (α) = 0.05
(Field, 2009; Weiers, 2011).
3.11.6.4 Scheffé's method (Multiple-Comparison procedure)
In Statistics, Scheffé's method, named after the American statistician Henry Scheffé, is a
method for adjusting significance levels in a linear regression analysis to account for
multiple comparisons. It is particularly useful in ANOVA (a special case of regression
analysis), and in constructing simultaneous confidence bands for regressions involving
basis functions (Field, 2009; Weiers, 2011).
3.12 Summary
This chapter described the detailed adopted methodology of the research. It included the
primary design for the research, details of research location, target population, sample
size, and response rate. The questionnaire design was detailed including the types of
questions, question format, the sequence of questions, and the covering letter. Face
validity, pre-testing the questionnaire, and a pilot study were three main steps that were
used to reach to the final amendment of the questionnaire. They all have been illustrated
through this chapter. Quantitative data analysis techniques, which include the Relative
important index, Factor analysis, Pearson correlation analysis, and others, were adopted
to be applied by the instruments of SPSS. For testing the research validity, reliability,
and adequacy of methods used in analysis, different statistical tests were used and
explained in details. The following Table (3.12) summarized the method chart.
66
Table (3.12): The summary of the methodology
Methodology Purpose Outcome
Proposal Identify the problem
Define the problem
Establish aim, objectives,
hypothesis, and key research
questions
Develop research plan/ strategy
(outline methodology)
Deciding on the research
approach
Deciding on the research
technique
Research problem
Non-application of Building Information Modeling (BIM) in the Architecture,
Engineering, and Construction (AEC) industry in Gaza strip in Palestine.
Research Aim
To develop a clear understanding about BIM for identifying the different factors which
provide useful information to consider adopting BIM technology in projects by the
practitioners in the AEC industry in Gaza strip in Palestine.
Research Objectives
1. To assess the awareness level of BIM by the professionals in the AEC industry in
Gaza strip.
2. To identify top BIM functions that would convince the professionals for adopting
BIM in the AEC industry in Gaza strip.
3. To identify top BIM benefits that would convince the professionals for adopting
BIM in the AEC industry in Gaza strip.
4. To investigate and rank top BIM barriers that face the BIM adoption in the AEC
industry in Gaza strip.
5. To study some hypotheses that might help to find solutions to adopting BIM in
the AEC industry in Gaza strip.
Research plan/ strategy
The research approach was quantitative survey research to measure objectives
(descriptive survey and analytical survey).
The research technique was a questionnaire.
Literature Review Collecting existing knowledge on
the subject, reading and note-taking
from different sources such as
Refereed academic research
journals
Refereed Conferences
The following factors have been compiled and summarized from the previous studies: 45
factors of BIM functions, 55 factors of BIM benefits, and 36 factors of BIM barriers.
They factors were reviewed in Chapter (2) in three Tables (2.3), (2.5), (2.6). Some of
those items have been modified; other items have been merged; or have been deleted
through the process of questionnaire development as well as some items have been added.
67
Table (3.12): The summary of the methodology
Methodology Purpose Outcome
Dissertations/ Theses
Reports/ occasional papers/
white papers
Government publications
Books Questionnaire
design
Questionnaires have been widely
used for descriptive and analytical
surveys to find out facts, opinions
and views on what is happening,
who, where, how many or how
much (Naoum, 2007).
Identify:
types of questions,
question format,
the sequence of questions, and
the covering letter
Types of questions
Closed-ended (multiple choice) questions and ranking the importance of factors
Question format
Rating scale (five-point Likert scale). The rating scale (five-point Likert scale) was
chosen to format the questions of the questionnaire with some common sets of response
categories called quantifiers (they reflect the intensity of the particular judgment
involved). Those quantifiers were used to facilitate understanding (see Table 3.1).
The sequence of questions
The content of the questionnaire verified the objectives in this research as follows:
Part one, which is related to the respondent‘s demographic data and the way
of work performance.
Part two: to assess the awareness level of BIM by the professionals in the
AEC industry in Gaza strip.
Part three: to investigate the importance of BIM functions in the AEC
industry in Gaza strip.
Part four: to investigate the value of BIM benefits in the AEC industry in
Gaza strip.
Part five: to investigate the BIM barriers in the AEC industry in Gaza strip.
The covering letter
The questionnaire was provided with a covering letter explaining the aim of the research,
the security of the information to encourage a high response, and the way of responding.
68
Table (3.12): The summary of the methodology
Methodology Purpose Outcome
Face validity See whether the measurement
procedure (the questionnaire) in the
study appears to be valid or not. It
is a "common-sense" assessment
by the experts in the fields of the
AEC industry and Statistics.
The questionnaire was presented to twelve experts (from Gaza and outside Palestine)
by hand and by email at different periods.
Many useful and important modifications have been made for the questionnaire.
Those modifications have been explained in Table (3.2).
Pre-testing the
questionnaire
To make sure that the questionnaire
is going to deliver the right data
and to ensure the quality of the
collected data.
To find out if the survey has any
logic problems, if the questions are
too hard to understand, if the
wording of the questions is
ambiguous, or if it has any
response bias, etc.
The pre-testing was conducted in two phases, and each phase has been tested with six
people.
The first phase of the pre-testing resulted with some amendments to the wording of
some words in the questions and adding further explanation to some factors to
facilitate the understanding of the questionnaire.
The second phase was sufficient to ensure the success of the questionnaire, where
there were not any queries, and everything was clear.
For further details, review Table (3.3).
Pilot study A trial run on the questionnaire
before circulating it to the whole
sample to get valuable responses
and to detect areas of possible
shortcomings.
Often a sample of 30-50 responses
is obtained, coded, and analyzed.
Questions that are not providing
useful data are discarded, and the
final revisions of the questionnaire
are made.
40 copies of the questionnaire were distributed to respondents from the target group
(The professionals in the AEC industry in Gaza strip).
All the copies were collected and analyzed through Statistical Package for the Social
Sciences IBM (SPSS) version 22.
The tests that have conducted were as follows:
1. The statistical validity of the questionnaire/ criterion-related validity (the internal
and the structure validity).
2. The reliability of the questionnaire by Half Split method and the Cronbach‘s
Coefficient Alpha method.
The results showed the success of the tests, and thus the success of the questionnaire.
The questionnaire was adopted and was distributed to the whole sample.
The 40 successful copies were included in the whole sample.
69
Table (3.12): The summary of the methodology
Methodology Purpose Outcome
Sampling the
questionnaire and
data collection
Identify the population from which
the sample is to be drawn, where
the term ―sample‖ means a
specimen or part of a whole
(population) which is drawn to
show what the rest is like
The type of the sample
A convenience sample was chosen as the type of the sample, where convenience sampling
is a non-probability sampling technique.
The population
The population included the professionals (Architects, Civil Engineers, Mechanical
Engineers, Electrical Engineers, and any other professional with a related specialization)
in the AEC industry in Gaza strip.
Size sample
275 copies of the questionnaire were distributed, and 270 copies of the questionnaire were
received from the respondents. Thus, the whole sample was 270 (the successful sample of
the pilot study was included, which equals 40).
Response rate
(270/ 275)*100 = 97.8 %
Analysis and
Presentation of
the Results
Analyze the results of the collected
data to determine the direction of
the study
Choose the analysis instrument
Identify the method of the analysis
Present the results
Analysis instrument
IBM (SPSS) version 22
Method of analysis
Quantitative analysis of data by converting the ordinal data to scale data.
The quantitative measures/ analysis
A. Descriptive Statistics:
1. Frequencies and Percentile (results can be presented in the form of tabulation, a
bar chart, a pie chart or a graph).
2. Measures of central tendency (The Mean)
3. Measurement of dispersion based on the Mean (Standard Deviation)
4. Relative Important Index (RII)
5. Factor analysis
6. Normal distribution
70
Table (3.12): The summary of the methodology
Methodology Purpose Outcome
7. Homogeneity of variances (Homoscedasticity)
B. The Inferential Statistics (bivariate)/ test of hypotheses:
1. Cross-tabulation analysis
2. Pearson product-moment correlation coefficient/ Pearson's correlation coefficient
(a parametric test)
3. Independent samples t-test to find out whether there is a significant difference in
the Mean between two groups (a parametric test)
4. One-way Analysis of Variance (One-way ANOVA)/ (F-test) (a parametric test)
5. Scheffé's method for multiple comparisons
The tabulation, bar chart, pie chart, and graph are the tools which have been used to present
the results.
Chapter 4
72
Chapter 4: Results and discussion
This chapter included analysis and discussion of the results that have been collected
from field surveys. A total of 270 completed copies had been returned, representing a
valid response rate of 97.8%. Data were analyzed quantitatively using IBM (SPSS)
version 22 including Descriptive and Inferential statistical tools. This chapter included
the respondents‘ profiles and the way of implementing their work, quantitative analysis
of the questionnaire, and finally the summary framework of the results.
4.1 Respondents’ profiles
The target respondents of the questionnaire survey were the professionals (Architects,
Civil Engineers, Mechanical Engineers, Electrical Engineers, and other Engineers who
work in design and construction) in the Architectural, Engineering, and Construction
(AEC) industry in Gaza strip. This section analyzed the demographic data of the 270
respondents.
Among the respondents, a large majority had ―less than 5 years‖ of working experience
in the AEC industry, with 35.2%. The experience for the rest of the respondents was
"from 5 to less than 10 years", and "10 years and more‖ with 32.6% and 32.2%,
respectively. With respect to the respondents' specialization, there were 129 Civil
Engineers (47.8%), 83 Architects (30.7%), 41 Electrical Engineers (15.2%), 14
Mechanical Engineers (5.2%) and 3 from other specializations (1.1%) including:
Electromechanical Engineer, Environmental Engineer, and Geographic Information
System (GIS) Engineer.
Respondents for this study had a good understanding of consulting and construction
works in the AEC industry, and could thus provide reliable answers to the
questionnaire. In terms of the nature of their workplace, a majority of the respondents
were working as consultants with 30%, 24.4% were working as contractors, 19.3% of
them were working in the governmental sector, 15.6% of them were working in the
NGOs, and 10.7% were working in other places such as the Engineers Association.
Table (4.1) presents the characteristics of the respondents as follows:
Table (4.1): The respondent’s profile
General
information about
respondents
Categories Frequency Percentage
Gender Male 222 82.2%
Female 48 17.8%
Educational
qualification
Bachelor's 195 72.2%
Master's 71 26.3%
Ph.D. 4 1.5%
Study place Gaza strip 196 72.6%
Outside Palestine 65 24.1%
West Bank 9 3.3%
73
Table (4.1): The respondent’s profile
General
information about
respondents
Categories Frequency Percentage
Specialization
Civil 129 47.8%
Architect 83 30.7%
Electrical 41 15.2%
Mechanical 14 5.2%
Other
(Electromechanical
Engineer,
Environmental
Engineer, and
GIS Engineer)
3 1.1%
Nature of the
Workplace
Consultant 81 30%
Contractor 66 24.4%
Governmental 52 19.3%
NGOs 42 15.6%
Other (the Engineers
Association) 29 10.7%
Location of
workplace
Gaza 204 75.6%
Rafah 23 8.5%
North 21 7.8%
KhanYounis 14 5.2%
Middle 8 3%
Current field -
present job
Designer 73 27%
Supervisor 64 23.7%
Site Engineer 54 20%
Other (office
Engineer) 46 17%
Projects Manager 33 12.2%
Years of
experience
Less than 5 years 95 35.2%
From 5 to less than
10 years 88 32.6%
10 years and more 87 32.2%
4.2 The way of implementing work by respondents
The way of implementing work by the respondents has been assessed through two
questions, one of them was about the use of the three-dimensional (3D) programs in
implementing the work, and the other question was about the software tools that used in
implementing the work in the AEC industry. Results were shown in the Figures (4.1)
and (4.2) respectively.
Percentage of implementation the work by using three-dimensional (3D) programs
Figure (4.1) shows that 65.6% of the respondents are using 3D programs in
implementing of their works by ―less than 25%‖, while 18.9% of the respondents are
using 3D programs ―from 25% to less than 50%‖, 9.3% of the respondents are using 3D
programs ―from 50% to less than 70%‖, and 6.3% of the respondents are using 3D
programs by ―70% and more‖ in performing their works. As shown from the results, the
74
use of the 3D programs in implementing works by the professionals in Gaza strip in the
AEC industry is little. 3D programs are usually used only by Architects for both the
exterior design and the interior design of the building according to the request of the
owner.
Figure (4.1): Percentage of implementation the work by using 3D programs
The used software tool by the respondents to carry out projects
Figure (4.2) illustrates that the more commonly programs used by the respondents to
conduct projects in the AEC industry are ―Excel‖ and ―AutoCAD (2D),‖ where 23.9%
of the respondents use ―Excel,‖ and 23.8% use ―AutoCAD (2D).‖ ―Excel‖ is the most
used program in achieving the Engineering works in Gaza strip, which is often used in
the calculation of quantities and financial matters. In addition to the adoption of
―AutoCAD (2D)‖ software in Engineering drawings and design by all the Engineers of
various specializations, and this result confirms the result in the previous question as it
shows a lack of the use of the (3D) programs.
―MS Project‖ is also an important software tool to carry out projects in the AEC
industry. It is used for planning the schedule. It was found that 18.4% of the respondents
use ―MS Project.‖ On the other hand, 9.5% of the respondents use other programs such
as ―Primavera and Robot.‖ There are also some programs are being used for design but
with small percentages, where 6.1% of the respondents use ―AutoCAD (3D),‖ 3.7% of
the respondents use ―Revit,‖ 3.3% of the respondents use ―3D Max‖, and finally 2.3%
of the respondents are using ―ArchiCAD.‖
Less than 25%
(66%)
From 25% to
less than 50%
(19%)
From 50% to
less than 70%
(9%)
70% and more
(6%)
75
Figure (4.2): The used software tool by respondents to carry out projects
4.3 The awareness level of BIM
There was a field contains nine statements to assess the level of the awareness of BIM
by the professionals in the AEC industry in Gaza strip. These statements were subjected
to the views of the respondents, and the outcomes of the analysis were shown in Table
(4.2). The Descriptive statistics, i.e. Means, Standard Deviations (SD), t-value (two-
tailed), probabilities (P-value), Relative Importance Indices (RII), and finally ranks
were established and presented in Table (4.2) as follows:
Table (4.2): The awareness level of BIM by the professionals in the AEC industry
No. The awareness statement
Mea
n
SD
RII
(%
)
t-val
ue
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
A8 I think that BIM technology is important
for the AEC industry in Gaza strip. 2.60 1.37 52 -4.81 0.00* 1
A9
I think that BIM technology has a
positive impact on the sustainable
environment.
2.59 1.32 51.70 -5.16 0.00* 2
A6
I know that Revit and ArchiCAD
programs are BIM technology
techniques.
1.86 1.11 37.10 -16.99 0.00* 3
A3 I have a good idea about the concept of
BIM technology. 1.85 0.98 36.96 -19.30 0.00* 4
A4
I have a high rate of information
regarding the use of BIM technology in
Engineering project management.
1.75 0.93 34.96 -22.11 0.00* 6
A1 I have read some research and studies
about BIM. 1.75 0.94 35.04 -21.79 0.00* 5
A5 I have an idea about how to use BIM
technology programs. 1.51 0.88 30.26 -27.74 0.00* 7
23.9%
23.8%
18.4%
9.5%
9%
6.1%
3.7%
3.3%
2.3%
0% 5% 10% 15% 20% 25% 30%
Excel
AutoCAD (2D)
MS Project
Other programs such as Primavera and Robot
Sketch up
AutoCAD (3D)
Revit
3D Max
ArchiCAD
76
Table (4.2): The awareness level of BIM by the professionals in the AEC industry
No. The awareness statement
Mea
n
SD
RII
(%
)
t-val
ue
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
A2 Some of my college courses at University
talked about BIM. 1.31 0.70 26.30 -39.80 0.00* 8
A7 I use BIM technology in my job. 1.23 0.66 24.59 -44.34 0.00* 9
All statements 1.83 0.76 36.57 -25.50 0.00*
Critical value of t: at degree of freedom (df) = [N-1] = [270-1] = 269 and significance (Probability)
level 0.05 equals “1.97”
Figure (4.3): RII of statements (A1 to A9) used to assess the awareness level of BIM
The numerical scores obtained from the questionnaire responses provided an indication
of the awareness level of BIM by the professionals in the AEC industry in Gaza strip.
To further investigate the collected data, RII is used to rank the used statements (A1 to
A9) to assess the awareness level of BIM by the professionals according to the scores
by the respondents.
Table (4.2) provides RIIs and ranks of the statements, respectively. It worth mentioning
that ranking of the statements was based on the highest Mean, RII, and the lowest SD. If
some statements have similar Means and RIIs, as in the case of A1 and A4, the ranking
will depend on the lowest SD. For example; although A1 and A4 have the same Mean
and RIIs, A4 is ranked higher than the A1 because it has a lower SD. Statements were
categorized with ratings from 24.59 % to 52% (Figure 4.3).
The findings indicated that “I think that BIM technology is important for the AEC
industry in Gaza strip” (A8) with (RII =52 %; P-value = 0.00*) got the highest rank
according to the overall respondents. This result is consistent with the result of
researchers who found that BIM has recently obtained widespread attention in the AEC
industry (Azhar et al., 2008a).
52
51.70
37.10
36.96
35.04 34.96
30.26
26.30
24.59
0
10
20
30
40
50
60A8
A9
A6
A3
A1A4
A5
A2
A7
77
“I think that BIM technology has a positive impact on the sustainable environment”
(A9) with (RII = 51.70%; P-value = 0.00*) got the second rank. It supports the first
result. Since respondents have a sense of the importance of BIM in the AEC industry,
this sense must be reflected on thoughts about BIM benefits for sustainability
improvement. The crossover between sustainability and BIM is significant (Kolpakov,
2012).
“Some of my college courses at University talked about BIM” (A2) was ranked as the
8th position with (RII of 26.30%; P-value = 0.00*). Regarding this statement, there
were some interesting results which found when cross-tabulations were done between
this statement and question #3 about the study place in the profile data. Findings show
that the study place affects the degree of the knowledge of BIM. As found, an enormous
percentage of the total respondents who studied in Gaza strip (80%) had never taken
courses about BIM in their universities. 77% of the total respondents who had studied in
the West Bank had the same answer. The lowest ratio was for the respondents who
studied outside Palestine with 75% of the total of them whose had never taken courses
about BIM in their universities. Based on this result, it can be observed the absence of
interest of educating BIM through courses in universities. Thus, the lack of the
awareness of BIM is logical and expected result.
Lastly, and “I use BIM technology in my job" (A7) was ranked in the 9th position as the
least statement of the field of “the awareness level of BIM by the professionals in the
AEC industry in Gaza strip” with (RII = 24.59%; P-value = 0.00*) according to the all
respondents. It is a meaningful and realistic result about the current situation in the AEC
industry in Gaza strip. According to the respondents, BIM is used individually and with
the level of negligible, but not on companies‘ level. In addition to that, BIM does not be
applied professionally, and thus the professionals do not get the full benefits of BIM,
where they are only using some advantages of BIM software (such as the advantages of
Revit program) in the design phase.
The overall results for the field of “the awareness level of BIM by professionals in the
AEC industry in Gaza strip” show that the Mean for all statements equals 1.83. The
total RII equals 36.57% and for evaluating this result, it was important to calculate the
neutral value of RII and compare the total RII with the neutral value of RII. Based on
that, the average of the five-point scale that was used for rating the items has an average
of (3). Consequently, the neutral value of RII is (3/5)*100 = 60%, where (5) refers to
the rating scale that was used and (3) refers to the average of that rating scale as
mentioned before. Based on all of that, and as shown, the total RII 36.57% is less than
the neutral value of RII 60%. In addition, ―critical value‖ of t (tabulated t), at degree of
freedom (df) ―[N (the whole sample) -1] = [270-1] = 269‖ and at ―significance level =
0.05‖, equals 1.97, while the value of t-test equals 25.50. As shown, the value of t-test
(25.50) is greater than the critical value of t (1.97). The total P-value of all items also
equals 0.00*, which is less than the significance level 0.05.
Based on the previous results, the awareness level of BIM by the professionals in the
AEC industry in Gaza strip is too low. These results also agree with the results obtained
by Keegan (2010) through information from the interviews and the meetings that
conducted in the United Kingdom (UK), where he confirmed that general knowledge of
BIM and its benefits was little, and only 42% of the respondents were familiar with it.
Thurairajah and Goucher (2013) also claimed that there is an overall lack of the
78
knowledge and the understanding of what BIM is in the UK despite there are some
destinations have adopted BIM in their work.
Newton and Chileshe (2012) conducted a field study in the South Australian
construction industry about the awareness and usage of BIM. The findings indicated
that a significant proportion of the respondents have little or no understanding of the
concept of BIM and the usage was found to be very low. The same result was shown by
Mitchell and Lambert (2013), where they said that people in Australia suffer from a lack
of the knowledge about BIM and its distinctive capabilities in the field of the
construction industry. In addition to the presence of other studies and reports that
support this result, where Gu et al., (2008) and NBS (2012) said that BIM is entirely
misunderstood across the board. Only 54% of the Architectural practices are currently
aware of BIM (NBS, 2013). In general, many studies, such as Arayici et al. (2009);
Kassem et al. (2012); Khosrowshahi and Arayici (2012); Löf and Kojadinovic (2012);
Elmualim and Gilder (2013); and Aibinu and Venkatesh (2014), concluded that there
are a lack of the awareness of BIM and its benefits in the field of the construction
industry as well as the business value of BIM from a financial perspective.
On the contrary, there was an exception in a study conducted in Ireland by Crowley
(2013). It was directly relating to the awareness and the use of BIM by the Quantity
Surveyors (QS) profession. The outcomes of the questionnaire found that 73% of the
sample (105 responses) were only aware of BIM without using it; 24% were aware of
BIM and using it in performing their job, while, there was only 3% who not aware of
BIM.
4.4 The importance of BIM functions
There was a field contains 16 items of BIM functions, and this list of the 16 items was
taken from the literature review and adapted by modifying or merging according to the
results of the face validity and the pretesting of the questionnaire as shown in Chapter 3.
These items were subjected to the views of the respondents and were analyzed. The
Descriptive Statistics, i.e. Means, Standard Deviations (SD), t-value (two-tailed),
probabilities (P-value), Relative Importance Indices (RII), and finally ranks were
established and presented in Table (4.3).
4.4.1 RII of BIM functions
RII was calculated to weight each function of BIM (from F1 to F16) according to the
numerical scores obtained from the questionnaire responses by the professionals in the
AEC industry in Gaza strip and the results have been ranked from the highest degree
(the most important BIM function) to the least degree (the lowest important BIM
function). Table (4.3) provides RIIs and ranks of the items of BIM functions,
respectively. The numbers in the ―rank‖ column represent the sequential ranking. It
worth mentioning that ranking of BIM functions was based on the highest Mean, RII,
and the lowest SD. If some items have similar Means and RIIs, as in the case of (F2 and
F1); and (F12 and F13), the ranking will depend on the lowest SD. More precisely,
although F2 and F1 have the same Mean and RIIs, F2 is ranked higher than the F1
because it has a lower SD. The same thing was done for F12 and F13, where F12 has
taken the higher rank than F13. Items were categorized with ratings from 77.19 % to
68.44 % (Figure 4.4).
79
Table (4.3): The importance of BIM functions
No. BIM function
Mea
n
SD
RII
(%
)
t-val
ue
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
F16
Interoperability and translation of
information (among the professionals)
within the same system/ program
3.86 1.01 77.19 14.02 0.00* 1
F3
Change Management (any modification to
the building design will automatically
replicate in each view such as floor plans,
sections, and elevation)
3.81 0.90 76.22 14.83 0.00* 2
F2
Functional simulations to choose the best
solution (such as Lighting, energy, and any
other sustainability information)
3.74 0.91 74.89 13.48 0.00* 3
F1 Three-dimensional (3D) modeling and
visualization 3.74 0.93 74.89 13.13 0.00* 4
F8 Safety planning and monitoring on-site 3.73 1.03 74.59 11.68 0.00* 5
F4
Visualized constructability reviews/
Building simulation (a 3D structural
model as well as a 3D model of
Mechanical, Electrical, and Plumbing
(MEP) services)
3.67 0.97 73.33 11.32 0.00* 6
F7 Model-based site planning and site
utilization 3.66 1.04 73.19 10.46 0.00* 7
F11 Future expansion/ extension in facility and
infrastructure 3.62 0.94 72.44 10.93 0.00* 8
F15
Managing metadata (provide information
about an individual item's content) via a
3D model of the building
3.59 0.92 71.85 10.55 0.00* 9
F12 Maintenance scheduling via as-built model 3.57 0.98 71.48 9.63 0.00* 10
F13 Energy optimization of the building 3.57 1.04 71.48 8.97 0.00* 11
F11
Creation of as-built model that contains all
the necessary data to manage and operate
the building (facility management)
3.56 0.88 71.26 10.46 0.00* 12
F5 Four-dimensional (4D) visualized
scheduling and construction sequencing 3.54 1.00 70.81 8.85 0.00* 13
F6 Model-based cost estimation (Five-
dimensional (5D)) 3.53 0.99 70.64 8.82 0.00* 14
F14 Issue Reporting and Data archiving via a
3D model of the building 3.48 0.97 69.67 8.19 0.00* 15
F9 Model-based quantity take-offs of
materials and labor 3.42 0.98 68.44 7.06 0.00* 16
All functions 3.63 0.70 72.64 14.92 0.00* Critical value of t: at degree of freedom (df) = [N-1] = [270-1] = 269 and significance (Probability)
level 0.05 equals “1.97”
80
Figure (4.4): RII of BIM functions (F1 to F16)
The findings indicated that “Interoperability and translation of information (among the
professionals) within the same system/ program” (F16) is the most important function
that would convince non-users of BIM for adopting BIM in the AEC industry in Gaza
strip. It has been ranked as the first position with (RII =77.19%) and (P-value = 0.00*)
according to the overall respondents. This result is in line with the studies of Baldwin
(2012) and Gray et al. (2013). It is also consistent with which has been talked about by
Bernstein and Pittman (2004), RAIC (2007), Both and Kindsvater (2012) and Wong and
Fan (2013). They said that insurance of effective interoperability and information
exchange between the different programs is the most important thing and necessary
when thinking about the adoption of BIM. It is facilitating accurate information
mobility among all the parties as well as the collaborative working in the AEC industry.
“Change Management (any modification to the building design will automatically
replicate in each view such as floor plans, sections, and elevation)” (F3) was ranked as
the second most important function of BIM with (RII = 76.22%; P-value = 0.00*). It
contributes to the improvement of design phase by checking and updating the design. It
updates the building design according to any modification, where it will automatically
replicate in each view such as floor plans, sections, and elevation. This result is
consistent with which has been reported by CRC construction innovation (2007) and
Baldwin (2012). They emphasized that the “design change management” through BIM
is important for saving time, reducing rework, preserving design intent, and accelerating
project delivery. With BIM, the overall impact of change can be assessed. BIM plans
and manages change. Consequently, BIM lowers risk associated with change.
“Functional simulations to choose the best solution (such as Lighting, energy, and any
other sustainability information)” (F2) was ranked as the third position with (RII of
74.89%; SD = 0.91; P-value = 0.00*). This function of BIM would be critical for the
AEC industry in Gaza strip. The simulations of each of lighting, energy, and any other
sustainability information would affect the strength and the quality of the design, and
77.19
76.22
74.89
74.89
74.59
73.33
73.19
72.44 71.85 71.48
71.48
71.26
70.81
70.64
69.67
68.44
64
66
68
70
72
74
76
78F16
F3
F2
F1
F8
F4
F7
F11
F15
F12
F13
F10
F5
F6
F14
F9
81
hence the operation of the building positively. The result is agreed with which was
written about the sustainable design and its great impact on the overall quality of the
work. According to that, Architects, Engineers, and even owners need for additional
types of simulations for assessing the appropriate take-offs when considering the use of
day lighting and the mitigation of glare and solar heat gain, as compared with the
project cost and the overall project requirements. BIM technologies provide
stakeholders with the required tools for ensuring doing this effectively (Ashcraft, 2008;
Eastman et al., 2008; Baldwin, 2012; Lee et al., 2014).
“Three-dimensional (3D) modeling and visualization” (F1) was ranked as the fourth
position with (RII of 74.89%; SD = 0.93; P-value = 0.00*). It is indicating the
importance of this function. This function is useful for all parties in all phases of the
AEC industry. The function of “3D modeling and visualization” is important for both
designers and contractors to identify and resolve problems with the help of the model
before working on-site. This function of BIM enabled potential problems to be
identified early in the design phase and resolved before construction begins. “3D
modeling and visualization” is also important for owners of projects for better
understanding and making decisions. This function can be used as very useful and
successful marketing tool for the building. Choosing this function as an important
function for the AEC industry in Gaza strip is an acceptable outcome, where this
function can affect the AEC industry positively in Gaza strip according to the above
results, and hence encouraging the adoption of BIM. This result is consistent with those
reported by Becerik-Gerber et al. (2011), Ku and Taiebat (2011), Gray et al. (2013) and
Lee et al. (2014), whose research studies determined this function as the most important
function of BIM for the construction companies in Southern California, the U.S.,
Australia, and Korea, respectively. In addition to that, this outcome corroborates the
findings of the studies of Ashcraft (2008), Eastman et al. (2008) and Baldwin (2012).
Finally, ―Model-based quantity take-offs of materials and labor” (F9) was ranked as the
lowest function in the 15th position with (RII = 68.44%; P-value = 0.00*) as per
perceptions of all the respondents. This result means that the respondents do not know
the importance of this function for the AEC industry in Gaza strip. On the contrary of
the result of the analysis, for each of Ashcraft (2008); Ku and Taiebat (2011); Lee et al.
(2014) have proved in their studies the importance of the function of the quantity take-
offs of materials and labor through BIM model. It is significantly reducing the time
required in the traditional approach as well as lessen the cost of this process. Fast and
simple material quantity take-offs represent an efficient method of checks and balances
and often reduce bidding time (Holness, 2006). Aibinu and Venkatesh (2013)
investigated how much BIM is essential for Quantity Surveyors (QS) in Australia.
Findings from the study showed that “Model-based quantity take-offs of materials and
labor” leads to time savings, where it reduces labor intensive quantity take-off and
increases the ability to identify and advise the design team on elements exceeding the
cost target. It is also growing productivity. BIM improves the efficiency of the quantity
take-offs during the budget estimating stage (Eastman et al., 2008). BIM model ensures
speed, simplicity, and accuracy of quantity take-offs.
The top four functions of BIM, which were rated by the respondents, are logical and
acceptable to be the essential functions of BIM that would convince the professionals to
adopt it in the AEC industry in Gaza strip. Regarding results for all items of the part of
BIM functions, it is shown that the Mean for all those items equals 3.63, and the total
RII equals 72.64%, which is greater than 60% (the neutral value of RII (3/5)*100 =
82
60%). The value of t-test equals 14.92, which is higher than the critical value of t that
equals 1.97. As well as the total P-value of all items equals 0.00* and it is less than the
significance level of 0.05. Based on all the previous results, BIM functions are
significantly necessary for the professionals in the AEC industry in Gaza strip.
4.4.2 Factor analysis results of BIM functions
RII analysis did not provide any meaningful outcomes regarding understanding the
clustering effect of the similar items/ variables, and thus further analysis was required
using advanced statistical methods such as factor analysis. The use of factor analysis is
purely exploratory. Factor analysis was used to examine the pattern of intercorrelations
between the 16 items/ variables of the field of BIM functions in an attempt to reduce the
number of them. It also used to group items/ variables with similar characteristics
together. In other words, it identified subsets of items/ variables that correlate highly
with each other, which called factors or components. Factor analysis was conducted for
this study using the Principal Component Analysis (PCA).
4.4.2.1 Appropriateness of factor analysis
The data was first assessed for its suitability to the factor analysis application. There
were many stages of that assessment:
The distribution of data
The assumption of normality is the essential requirement to generalize the results of
factor analysis test beyond the sample collected (Field, 2009; Zaiontz, 2014). As shown
in Chapter 3, the received data of the research follows the normal distribution. The
result has been satisfied with this requirement.
Validity of sample size
The reliability of factor analysis is dependent on sample size. Factor analysis/ PCA can
be conducted on a sample that has fewer than 100 respondents, but more than 50
respondents. The sample size for this study was 270. Further, the standard rule is to
suggest that sample size contains at least 10–15 respondents per item/ variable. In other
words, sample size should be at least ten times the number of items/ variables and some
even recommend 20 times (Field, 2009; Zaiontz, 2014). Fortunately, for this field of
BIM functions, the condition was verified. This field contains 16 items/ variables, and
the sample size was 270. With 270 respondents and 16 items/ variables (BIM
functions), the ratio of respondents to items/ variables are 17: 1, which exceeds the
requirement for the ratio of respondents to items/ variables.
Validity of Correlation matrix (Correlations between items/ variables)
Table (4.4) illustrates the correlation matrix for the 16 items/ variables of BIM
functions. It is simply a rectangular array of numbers which gives the correlation
coefficients between a single item/ variable and every other item/ variable in the
investigation (Field, 2009; Zaiontz, 2014). As shown in Table (4.4), the correlation
coefficient between an item/ a variable and itself is always 1; hence the principal
diagonal of the correlation matrix contains 1s. The correlation coefficients above and
83
below the principal diagonal are the same. PCA requires that there be some correlations
greater than 0.30 between the items/ variables included in the analysis. For this set of
items/ variables, that most of the correlations in the matrix are strong and greater than
0.30. Correlations have been satisfied with this requirement.
Kaiser-Meyer-Olkin (KMO) and Bartlett's test
The Kaiser-Meyer-Olkin (KMO) sampling adequacy test and Bartlett's test of Sphericity
were carried out. The results of these tests are reported in Table (4.5). The value of the
KMO measure of sampling adequacy was 0.92 (close to 1) and was considered
acceptable and marvelous because it exceeds the minimum requirement of 0.50 and it is
above 0.90 (‗superb‘ according to Kaiser, 1974; Field, 2009; Zaiontz, 2014). Moreover,
the Bartlett test of sphericity was another indication of the strength of the relationship
among items/ variables. The Bartlett test of sphericity was 2707.30, and the associated
significance level was 0.00. The probability value (Sig.) associated with the Bartlett test
is less than 0.01, which satisfies the PCA requirement. This result indicated that the
correlation matrix was not an identity matrix and all of the items/ variables are
correlated (Field, 2009; Zaiontz, 2014). According to the results of these two tests, the
sample data of BIM functions were appropriated for factor analysis.
Measures of reliability for the whole items/variables
Cronbach's alpha test was performed on the items/ variables in the field of BIM
functions. The value of Cronbach‘s alpha (Cα) could be anywhere in the range of 0 to 1,
where a higher value denotes the greater internal consistency and vice versa. An alpha
of 0.60 or higher is the minimum acceptable level. Preferably, alpha will be 0.70 or
higher (Field, 2009; Weiers, 2011; Garson, 2013). As shown in Table (4.5), the value of
the calculated Cα for all items/ variables in the field of BIM functions is 0.94 which is
considered to be marvelous.
84
Table: (4.4): Correlations between items/ variables of BIM functions
F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16
F1 1
F2 0.72** 1
F3 0.62** 0.69** 1
F4 0.52** 0.57** 0.62** 1
F5 0.48** 0.46** 0.47** 0.56** 1
F6 0.43** 0.46** 0.48** 0.51** 0.74** 1
F7 0.49** 0.51** 0.47** 0.46** 0.54** 0.54** 1
F8 0.53** 0.45** 0.56** 0.45** 0.47** 0.48** 0.74** 1
F9 0.38** 0.39** 0.35** 0.42** 0.49** 0.56** 0.37** 0.33** 1
F10 0.48** 0.52** 0.43** 0.44** 0.52** 0.54** 0.56** 0.50** 0.60** 1
F11 0.46** 0.48** 0.51** 0.45** 0.46** 0.41** 0.50** 0.53** 0.39** 0.66** 1
F12 0.46** 0.44** 0.48** 0.43** 0.46** 0.47** 0.54** 0.56** 0.33** 0.56** 0.63** 1
F13 0.50** 0.48** 0.50** 0.38** 0.39** 0.39** 0.54** 0.60** 0.28** 0.48** 0.63** 0.66** 1
F14 0.40** 0.41** 0.39** 0.44** 0.54** 0.55** 0.50** 0.48** 0.42** 0.42** 0.43** 0.56** 0.48** 1
F15 0.40** 0.44** 0.47** 0.44** 0.47** 0.47** 0.53** 0.60** 0.36** 0.48** 0.53** 0.59** 0.58** 0.66** 1
F16 0.48** 0.47** 0.49** 0.44** 0.43** 0.37** 0.51** 0.50** 0.38** 0.47** 0.49** 0.51** 0.48** 0.49** 0.62** 1
**. Correlation is significant at the 0.01 level (1-tailed).
*. Correlation is significant at the 0.05 level (1-tailed).
Table: (4.5) KMO and Bartlett's test for items/ variables of BIM functions
KMO and Bartlett's test
Kaiser-Meyer-Olkin Measure of Sampling Adequacy 0.92
Bartlett's Test of Sphericity
Approx. Chi-Square 2707.30
df 120
Sig. 0.00
Cronbach's Alpha (Cα) 0.94
85
Communalities (common variance)
The next part of the output was a Table of communalities. Communalities represent the
proportion of the variance in the original items/ variables that is accounted for by the
factor solution. The factor solution should explain at least half of each original item's/
variable's variance, so the communality value for each item/ variable should be 0.50 or
higher (Field, 2009; Zaiontz, 2014). Table (4.6) shows that all of the communalities for
all items/ variables satisfy the minimum requirement of being larger than 0.50, and
therefore was not to exclude any of these items/ variables on the basis of low
communalities. Thus, all of the 16 items/ variables of this field (BIM functions) were
used in this analysis.
Table: (4.6) Communalities of BIM functions
No. BIM function
Init
ial
Ex
trac
tion
F1 Three-dimensional (3D) modeling and visualization 1 0.73
F2 Functional simulations to choose the best solution (such as Lighting,
energy, and any other sustainability information) 1 0.78
F3
Change Management (any modification to the building design will
automatically replicate in each view such as floor plans, sections, and
elevation)
1 0.75
F4
Visualized constructability reviews/ Building simulation (a 3D
structural model as well as a 3D model of Mechanical, Electrical, and
Plumbing (MEP) services)
1 0.63
F5 Four-dimensional (4D) visualized scheduling and construction
sequencing 1 0.71
F6 Model-based cost estimation (Five-dimensional (5D)) 1 0.76
F7 Model-based site planning and site utilization 1 0.60
F8 Safety planning and monitoring on-site 1 0.65
F9 Model-based quantity take-offs of materials and labor 1 0.66
F10 Creation of as-built model that contains all the necessary data to manage
and operate the building (facility management) 1 0.59
F11 Future expansion/ extension in facility and infrastructure 1 0.60
F12 Maintenance scheduling via as-built model 1 0.69
F13 Energy optimization of the building 1 0.71
F14 Issue Reporting and Data archiving via a 3D model of the building 1 0.62
F15 Managing metadata (provide information about an individual item's
content) via a 3D model of the building 1 0.69
F16 Interoperability and translation of information (among the professionals)
within the same system/ program 1 0.53
Total Variance Explained
By using the output from iteration 1, there were three eigenvalues greater than 1 (Figure
4.5). The eigenvalue criterion stated that each component explained at least one item's/
variable's worth of the variability, and therefore only components with eigenvalues
greater than one should be retained (Larose, 2006; Field, 2009). The latent root criterion
for some factors to be derived would indicate that there were three components (factors)
to be extracted for these items/ variables. Results were tabulated in Table (4.7). The
three components solution explained a sum of the variance with component 1
86
contributing 52.60%; component 2 contributing 7.41%; and component 3 contributing
6.77%. All the remaining factors are not significant.
Figure (4.5): The three components (factors) of BIM functions
The three components were then rotated via varimax (orthogonal) rotation approach.
This approach does not change the underlying solution or the relationships among the
items/ variables. Rather, it presents the pattern of loadings in a manner that is easier to
interpret factors (components) (Reinard, 2006; Field, 2009; Zaiontz, 2014). The rotated
solution revealed that the three components solution explained a sum of the variance
with component 1 contributing 28.21%; component 2 contributing 19.36%; and
component 3 contributing 19.20%. These three components (factors) explained 66.77%
of total variance for the varimax rotation.
Table (4.7): Total Variance Explained of BIM functions
Co
mp
on
ent
Initial Eigenvalues Extraction Sums of
Squared Loadings
Rotation Sums of
Squared Loadings
To
tal
% o
f V
aria
nce
Cu
mu
lati
ve
%
To
tal
% o
f V
aria
nce
Cu
mu
lati
ve
%
To
tal
% o
f V
aria
nce
Cu
mu
lati
ve
%
1 8.42 52.60 52.60 8.42 52.60 52.60 4.51 28.21 28.21
2 1.19 7.41 60.01 1.19 7.41 60.01 3.10 19.36 47.57
3 1.08 6.77 66.77 1.08 6.77 66.77 3.07 19.20 66.77
4 0.81 5.04 71.82
5 0.69 4.29 76.11
6 0.60 3.72 79.83
The importance of
BIM functions
Factor 1: Data management and utilization in planning, operation,
and maintenance
"eigenvalue = 8.42"
Factor 2: Visualized design and analysis
"eigenvalue = 1.19"
Factor 3: Construction and operation
"eigenvalue = 1.08"
87
Table (4.7): Total Variance Explained of BIM functions
Com
pon
ent
Initial Eigenvalues Extraction Sums of
Squared Loadings
Rotation Sums of
Squared Loadings
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
7 0.51 3.20 83.03
8 0.43 2.70 85.73
9 0.39 2.44 88.16
10 0.36 2.24 90.40
11 0.34 2.12 92.52
12 0.31 1.92 94.44
13 0.28 1.75 96.19
14 0.22 1.39 97.59
15 0.21 1.33 98.91
16 0.17 1.09 100
Scree Plot
The scree plot below in Figure (4.6) is a graph of the eigenvalues against all the factors.
This graph can also be used to decide on some factors that can be derived. The point of
interest is where the curve starts to flatten. It can be seen that the curve begins to flatten
between factors 3 and 4. Note also that factor 4 has an eigenvalue of less than 1, so only
three factors have been retained to be extracted.
Figure (4.6): Scree plot for factors of BIM functions
88
Rotated Component (Factor) Matrix
Table (4.8) shows the factor loadings after rotation of 15 items/ variables (from the
original 16 items/ variables) on the three factors extracted and rotated. The pattern of
factor loadings should be examined to identify items/ variables that have complex
structures (Complex structure occurs when one item/ variable has high loadings or
correlations (0.50 or greater) onto more than one factor/ component). If an item/ a
variable has a complex structure, it should be removed from the analysis (Reinard,
2006; Field, 2009; Zaiontz, 2014). According to that, it was necessary to remove the
item/ variable “Issue Reporting and data archiving via a 3D model of the building”
(F14) because it demonstrated a complex structure. It was loading onto two components
(component 1 and component 3) at the same time with a factor loading of 0.60 onto
component 1 and a factor loading of 0.51 onto component 3. As shown in Table (4.8),
the factor loading for each remaining item/ variable is above 0.50 and all items/
variables had simple structures. The items/ variables are listed in order of the size of
their factor loadings.
Naming the Factors
Once an interpretable pattern of loadings is made, the factors or components should be
named according to their substantive content or core. The factors should have
conceptually distinct names and content. Items/ Variables with higher loadings on a
factor should play more important role in naming the factor. The three components
(factors) were named as the following:
Factor 1: ―Data management and utilization in planning, operation, and maintenance.‖
Factor 2: ―Visualized design and analysis.‖
Factor 3: ―Construction and operation.‖
Measures of reliability for each factor (component)
Once factors have been extracted and rotated, it was necessary to cross checking if the
items/ variables in each factor formed collectively explain the same measure within
target dimensions (Doloi, 2009). If items/ variables indeed form the identified factor
(component), it is understood that they should reasonably correlate with one another,
but not the perfect correlation though. Cronbach's alpha (Cα) test was conducted for
each component (factor) as follows:
Factor 1 ―Data management and utilization in planning, operation, and maintenance‖
with items/ variables: F13, F12, F15, F8, F11, F7, and F16.
Factor 2 ―Visualized design and analysis‖ with items/ variables: F2, F3, F1, and F4.
Factor 3 ―Construction and operation‖ with items/ variables: F6, F9, F5, and F10.
The higher value of Cα denotes the greater internal consistency and vice versa. An alpha
of 0.60 or higher is the minimum acceptable level. Preferably, alpha will be 0.70 or
higher (Field, 2009; Weiers, 2011; Garson, 2013). According to the results which were
tabulated in Table (4.8), Cα for factor 1 is 0.90; Cα for factor 2 is 0.86; and Cα for
factor 3 is 0.84. They are considered to be excellent.
89
Table (4.8): Results of factor analysis for BIM functions
No. Factors/ Components of BIM function
Fac
tor
load
ing
Eig
env
alues
%var
ian
ce
exp
lain
ed
Cro
nbac
h's
Alp
ha
(Cα
)
Component/ Factor One: Data management and utilization in planning, operation, and
maintenance
F13 Energy optimization of the building 0.78
8.42
52.60 0.90
F12 Maintenance scheduling via as-built model 0.76
F15 Managing metadata (provide information about an
individual item's content) via a 3D model of the
building
0.76
F8 Safety planning and monitoring on-site 0.69
F11 Future expansion/ extension in facility and
infrastructure
0.66
F7 Model-based site planning and site utilization 0.61
F16 Interoperability and translation of information (among
the professionals) within the same system/ program
0.61
Component/ Factor Two: Visualized design and analysis
F2 Functional simulations to choose the best solution
(such as Lighting, energy, and any other sustainability
information)
0.80
1.19
7.41 0.86
F3 Change Management (any modification to the building
design will automatically replicate in each view such
as floor plans, sections, and elevation)
0.77
F1 Three-dimensional (3D) modeling and visualization 0.77
F4 Visualized constructability reviews/ Building
simulation (a 3D structural model as well as a 3D
model of Mechanical, Electrical, and Plumbing (MEP)
services)
0.62
Component/ Factor Three: Construction and operation
F6 Model-based cost estimation (Five-dimensional (5D)) 0.79
1.08 6.74 0.84
F9 Model-based quantity take-offs of materials and labor 0.78
F5 Four-dimensional (4D) visualized scheduling and
construction sequencing
0.74
F10 Creation of as-built model that contains all the
necessary data to manage and operate the building
(facility management)
0.53
4.4.2.2 The extracted factors
The next section will interpret and discuss each of the extracted components (factors) as
follows:
Factor 1: Data management and utilization in planning, operation, and maintenance
The first factor named Data management and utilization in the planning, operation, and
maintenance explains 52.60 % of the total variance and contains seven items/ variables.
The majority of items/ variables had relatively high factor loadings (≥ 0.61). The seven
items/ variables are as follows:
90
1. Energy optimization of the building (F13), with a factor loading = 0.78.
2. Maintenance scheduling via as-built model (F12), with a factor loading = 0.76.
3. Managing metadata (provide information about an individual item's content) via
a 3D model of the building (F15), with a factor loading = 0.76.
4. Safety planning and monitoring on-site (F8), with a factor loading = 0.69.
5. Future expansion/ extension in facility and infrastructure (F11), with a factor
loading = 0.66.
6. Model-based site planning and site utilization (F7), with a factor loading = 0.61.
7. Interoperability and translation of information (among professionals) within the
same system/ program (F16), with a factor loading = 0.61.
The name of this factor has been chosen according to the correlations between these
seven items/ variables. Data management is the process of controlling the information
generated during a project. Throughout the lifecycle of a project or asset (from design,
construction, and handover to operations) the number of assets that need to be
documented, exchanged, and referenced is enormous. Finding the right solution that can
help to improve secure collaboration and control among all stakeholders, while
increasing compliance, mitigating risk, and integrating with core processes can be a
challenge (Eastman et al., 2011; Baldwin, 2012). And with BIM, data management
solutions have proved great ability for maintaining data consistency and context as well
as supporting more efficient processes across the project lifecycle (Choi, 2010; Lee et
al., 2009; Lee et al., 2007; Smart Market Report, 2012) (cited in Lee et al., 2014). As
shown from results, the item/ variable with the highest loading onto this first factor
(component) is ―Energy optimization of the building‖ (F13), and the item/ variable with
the lowest loading onto this first factor (component) is ―Interoperability and translation
of information (among professionals) within the same system/ program‖ (F16).
―Energy optimization of the building‖ (F13) is the highest item/ variable of factor 1 of
BIM functions with a factor loading of 0.78. It is an important function of BIM, where
the demand for sustainable buildings with minimal environmental impact and efficient
energy use is increasing. Energy modeling can minimize energy use over a building‘s
life (Kolpakov, 2012). From a cost perspective, designing a building for efficient energy
usage is more expensive in the early design and construction phases, but it reduces
building costs over the entire lifecycle. BIM model monitors building's life cycle costs
and optimizes cost efficiency. BIM model incorporates a large part of what facilities
management (FM) would require to operate and maintain the building from the energy
usage perspective. Sensors can feedback and record data relevant to the operation phase
of a building, enabling BIM to be used to model, evaluate, control, and monitor energy
efficiency (Ashcraft, 2008; Eastman et al., 2008; Becerik-Gerber et al., 2011; Ku and
Taiebat, 2011). Upon to energy savings, Park et al. (2012) in Korea sought to build a
BIM-based system that can assess the energy performance of buildings. It is strongly
required to enhance the energy efficiency through an intelligent operation and/ or
management of Heating, Ventilation, and Air Conditioning (HVAC) system by dealing
with the BIM-based energy performance analysis.
“Interoperability and translation of information (among the professionals) within the
same system/ program” (F16) is the lowest item/ variable of factor 1 of BIM functions
with a factor loading of 0.61. This function of BIM can facilitate the collaborative
working in the AEC industry. This function was mentioned in the literature review as an
important function of BIM according to the studies of Baldwin (2012) and Gray et al.
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(2013). ―Interoperability and translation of information” is an important thing when
adopting BIM in work, where it facilitates accurate information mobility among all
parties in the AEC industry.
Factor 2: Visualized design and analysis
The second factor named Visualized design and analysis explains 7.41% of the total
variance and contains four items/ variables. The majority of items/ variables had
relatively high factor loadings (≥ 0.62). The four items/ variables are as follows:
1. Functional simulations to choose the best solution (such as Lighting, energy,
and any other sustainability information) (F2), with a factor loading = 0.80.
2. Change Management (any modification to the building design will automatically
replicate in each view such as floor plans, sections, and elevation) (F3), with a
factor loading = 0.77.
3. Three-dimensional (3D) modeling and visualization (F1), with a factor loading =
0.77.
4. Visualized constructability reviews/ Building simulation (a 3D structural model
as well as a 3D model of Mechanical, Electrical, and Plumbing (MEP) services)
(F4), with a factor loading = 0.62.
The name of this factor has been chosen according to the correlations between these
four items/ variables. In design phase and through BIM, collaboration takes place
among all design consultants from the beginning of a project so every aspect of the
design can be coordinated whether it is Architectural, Structural, Engineering, etc.
Because the model is linked to a database, any change to one design is reflected
throughout the model; thus, eliminating oversights and saving time changing design
models and drawings. BIM can also be employed on projects of any size and portions of
projects. The 3D depiction/ visualization helps the owner and the entire team in
visualizing the project which makes design decisions easier. It is easier to do complex
design in BIM because Architects/ Engineers can document the complexity better in the
drawings. Errors/ clashes in the design among the disciplines can be spotted and
resolved easily (Ashcraft, 2008; Eastman et al., 2008; Becerik-Gerber et al., 2011; Ku
and Taiebat, 2011; Baldwin, 2012; Gray et al., 2013; Lee et al., 2014). BIM can also be
used for improving analysis, where BIM model is used for determining the most
effective Engineering method based on design specifications. Development of
information is the basis for what will be passed on to the owner and/ or operator for use
in the building's systems (i.e. energy analysis, structural analysis, emergency evacuation
planning, etc.). These analysis tools and performance simulations can significantly
improve the design of the facility and its energy consumption during its lifecycle in the
future (Baldwin, 2012; Lee et al., 2014). As shown from results, the item/ variable with
the highest loading onto this first factor (component) is ―Functional simulations to
choose the best solution (such as Lighting, energy, and any other sustainability
information)‖ (F2), and the item/ variable with the lowest loading onto this first factor
(component) is ―Visualized constructability reviews/ Building simulation (a 3D
structural model as well as a 3D model of Mechanical, Electrical, and Plumbing (MEP)
services)‖ (F4).
“Functional simulations to choose the best solution (such as lighting, energy, and any
other sustainability information)” (F2) is the highest item/ variable of factor 2 of BIM
functions with a factor loading of 0.80. It is an important BIM function, where
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extending BIM to analysis can help in identifying ways to reduce resource consumption,
increase on-site renewable opportunities, increase investor confidence, improve
employee morale, and meet requirements for sustainable design and energy efficiency.
As passed in the previous studies, Ashcraft (2008), Eastman et al. (2008), Baldwin
(2012), and Lee et al. (2014) pointed to the importance of this function. Simulations of
lighting, energy, and any other sustainability information would affect the strength and
the quality of the design and hence the operation of the building effectively.
“Visualized constructability reviews/ Building simulation (a 3D structural model as
well as a 3D model of Mechanical, Electrical and Plumbing (MEP) services)” (F4) is
the lowest item/ variable of factor 2 of BIM functions with a factor loading of 0.62. This
function of BIM can assist in completing building at the optimal level through a
practical understanding of the design and hence choosing the best method for the
construction. In other words, understanding the significance of quality design and
completing a project efficiently leads to the use of BIM to manage the coordination of
MEP/ Architectural design on renovation and new construction projects. This function
of BIM can effectively integrate the construction knowledge into the conceptual
planning, design, construction, and field operations of a project to achieve the overall
project objectives in the best possible time and accuracy at the most cost-effective levels
(Ashcraft, 2008; Eastman et al., 2008; Ku and Taiebat, 2011; Gray et al., 2013; Lee et
al., 2014).
Factor 3: Construction and operation
The third factor named Construction and operation explains 6.77 % of the total variance
and contains four items/ variables. The majority of items/ variables had relatively high
factor loadings (≥ 0.53). The four items/ variables are as follows:
1. Model-based cost estimation (Five-dimensional (5D)) (F6), with a factor loading
= 0.79.
2. Model-based quantity take-offs of materials and labor (F9), with a factor
loading = 0.78.
3. Four-dimensional (4D) visualized scheduling and construction sequencing (F5),
with a factor loading = 0.74.
4. Creation of as-built model that contains all the necessary data to manage and
operate the building (facility management) (F10), with a factor loading = 0.53.
The name of this factor has been chosen according to the correlations between these
four items/ variables. Moving beyond design, BIM models can facilitate materials
purchasing, the bidding process, and the construction stage of the project. Linking the
contractor‘s model to the design model can allow the stakeholders to pre-build the
project before the actual construction and provide information for better staging and
scheduling. On the other hand; BIM supports the collaboration, the operation of a
facility, and the management of a virtually building model within a building life cycle
(AGC, 2005; Smith, 2007; GSA, 2007; State of Ohio, 2010; NBIMS-US, 2012; Ahmad
et al., 2012). BIM is the future of the construction and the long-term facility
management, where BIM controls time and operation and maintenance costs. It
optimizes facility management and maintenance strategy (Ashcraft, 2008; Eastman et
al., 2008; Becerik-Gerber et al., 2011; Ku and Taiebat, 2011; Baldwin, 2012; Gray et
al., 2013; Lee et al., 2014). As shown from results, the item/ variable with the highest
loading onto this first factor (component) is ―Model-based cost estimation (5D)‖ (F6),
93
and the item/ variable with the lowest loading onto this first factor (component) is
―Creation of as-built model that contains all the necessary data to manage and operate
the building (facility management)‖ (F10).
“Model-based cost estimation (5D)” (F6) is the highest item/ variable of factor 3 of
BIM functions with a factor loading of 0.79. It is a very important function of BIM for
the professionals in the AEC industry. This function was mentioned in the literature
review as an important function of BIM according to the studies of Eastman et al.
(2008), Baldwin (2012), and Gray et al. (2013). Nassar (2010) examined the effect that
BIM can have on the accuracy of project estimates in terms of time and cost. Results
proved that BIM would increase the precision and the accuracy of the quantity aspect of
the estimate. Cost estimating, 5D in BIM supports the entire lifecycle of a facility from
the cradle to the grave. By using a building information model instead of the drawings;
the takeoffs, the counts, and the measurements can be generated directly from the
underlying model. Therefore the information is always consistent with the design. And
when a change is made in the design (a smaller window size, for example), the change
automatically ripples to the all construction related documentations and schedules, as
well as all the takeoffs, the counts, and the measurements that are used by the estimator.
Cost estimating, 5D via BIM can save time, cost, and reduces the potential for human
error.
“Creation of as-built model that contains all the necessary data to manage and operate
the building (facility management)” (F10) is the lowest item/ variable of factor 3 of
BIM functions with a factor loading of 0.53. This function was mentioned in the
literature review as an important function of BIM according to the studies of Ashcraft
(2008), Eastman et al. (2008), and Lee et al. (2014). BIM model that created by
designers and updated throughout the construction phase, can have the capacity to
become an “as built” model, which can also be delivered to the owner or facility
manager. It serves as a shared knowledge resource for information about a facility
forming a reliable basis for decisions regarding the operation and the maintenance of the
building.
4.5 The value of BIM benefits
There was a field contains 26 items of BIM benefits, and this list of the 26 items was
taken from the literature review and adapted by modifying or merging according to the
results of face validity and pretesting of the questionnaire as shown in Chapter 3. These
items were subjected to the views of respondents and were analyzed. The Descriptive
Statistics, i.e. Means, Standard Deviations (SD), t-value (two-tailed), probabilities (P-
value), Relative Importance Indices (RII), and finally ranks were established and
presented in Table (4.9).
4.5.1 RII of BIM benefits
RII was calculated to weight each benefit of BIM (from BE 1 to BE 26) according to the
numerical scores obtained from the questionnaire responses by the professionals in the
AEC industry in Gaza strip and results have been ranked from the highest degree (the
most valuable benefit of BIM) to the least degree (the lowest valuable benefit of BIM).
Table (4.9) provides RIIs and ranks of BIM benefits, respectively. The numbers in the
―rank‖ column represent the sequential ranking. It worth mentioning that ranking of
BIM benefits was based on the highest Mean, RII, and the lowest SD. If some items
94
have similar Means and RIIs, as in the case of (BE 2 and BE 1); (BE 13 and BE 8); (BE
21 and BE 25); (BE 24 and BE 14); (BE 11 and BE 22); (BE 10 and BE 20); and (BE 9
and BE 17) ranking will depend on the lowest SD. For example, although BE 2 and BE
1 have the same Mean and RIIs, BE 2 is ranked higher than the BE 1 because it has
lower SD. The same thing was done for BE 13 and BE 8, where BE 13 has taken the
higher rank than BE 8. Items were categorized with ratings from 77.70 % to 68.62%
(Figure 4.7).
Table (4.9): The value of BIM benefits
No. BIM benefit
Mea
n
SD
RII
(%
)
t-val
ue
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
BE 3
Enhance design team collaboration
(Architectural, Structural, Mechanical,
and Electrical Engineers)
3.89 0.93 77.70 15.61 0.00* 1
BE 4 Improve design quality (reducing errors/
redesign and managing design changes) 3.87 0.93 77.48 15.48 0.00* 2
BE 5 Improve sustainable design and lean
design 3.73 0.94 74.52 12.64 0.00* 3
BE 2
Support design decision-making by
comparing different design alternatives
on a 3D model
3.72 0.83 74.44 14.18 0.00* 4
BE 1
Improve realization of the idea of a
design by the owner via a 3D model of
the building
3.72 0.95 74.44 12.46 0.00* 5
BE 6 Improve safety design 3.70 0.99 74.07 11.66 0.00* 6
BE 19
Ease of information retrieval for the
entire life of the building through as-
built 3D model
3.65 0.98 72.96 10.88 0.00* 7
BE 7
Improve the selection of the construction
components carefully in line with the
quality and costs (such as types of doors
and windows, coverage type of the
exterior walls, etc.)
3.63 0.98 72.52 10.48 0.00* 8
BE 26
Improve emergency management (put
plans for avoiding hazards and cope
with disasters such as fire, earthquakes,
etc.)
3.62 1.05 72.37 9.73 0.00* 9
BE 12 Increase the accuracy of scheduling and
planning 3.61 0.92 72.22 10.95 0.00* 10
BE 13 Increase the accuracy of cost estimation 3.60 0.88 72.04 11.12 0.00* 11
BE 8 Improve understanding the sequence of
the construction activities 3.60 0.90 72.04 10.99 0.00* 12
BE 21
Increase coordination between the
different operating systems of the
building (such as security and alarm
system, lighting, air conditioning, etc.)
3.58 0.92 71.56 10.32 0.00* 13
BE 25 Increase profits by marketing for the
facility via a 3D model 3.58 1.03 71.56 9.21 0.00* 14
95
Table (4.9): The value of BIM benefits
No. BIM benefit
Mea
n
SD
RII
(%
)
t-val
ue
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
18 BE
Improve the implementation of lean
construction techniques to get
sustainable solutions for reducing waste
of materials during construction and
demolition
3.57 0.95 71.41 9.92 0.00* 15
24 BE Control the whole-life costs of the asset
effectively 3.56 0.93 71.33 10.02 0.00* 16
14 BE Improve communication between project
parties 3.56 0.96 71.33 9.73 0.00* 17
BE 23
Improve maintenance planning
(preventive and curative)/ maintenance
strategy of the facility
3.55 0.96 70.96 9.40 0.00* 18
BE 11 Improve safety planning and monitoring
on-site/ reduce risks 3.54 0.91 70.81 9.76 0.00* 19
BE 22 Enhance energy efficiency and
sustainability of the building 3.54 0.94 70.81 9.40 0.00* 20
BE 15 Reduce change/ variation orders in the
construction stage 3.53 0.96 70.60 9.02 0.00* 21
BE 16 Reduce clashes among the stakeholders
(clash detection) 3.51 1.05 70.19 7.96 0.00* 22
BE 11
Increase the quality of prefabricated
(digitally fabricated) components and
reduce its costs
3.50 0.86 70 9.54 0.00* 23
BE 21
Improve the management and the
operation of the building to maintain its
sustainability by supporting decision-
making on matters relating to the
building
3.50 0.95 70 8.64 0.00* 24
BE 9
Enhance work coordination with
subcontractors and suppliers (supply
chain)
3.43 0.96 68.62 7.35 0.00* 25
BE 17 Reduce the overall project duration and
cost 3.43 1.06 68.62 6.68 0.00* 26
All benefits 3.60 0.67 72.10 14.82 0.00* Critical value of t: at degree of freedom (df) = [N-1] = [270-1] = 269 and significance (Probability) level
0.05 equals “1.97”
96
Figure (4.7): RII of BIM benefits (BE1 to BE 26)
The findings indicated that “Enhance design team collaboration (Architectural,
Structural, Mechanical, and Electrical Engineers)” (BE 3) is the most valuable BIM
benefit that would convince the professionals for adopting BIM in the AEC industry in
Gaza strip. It has been ranked as the first position with (RII = 77.70%) and (P-value =
0.00*) according to the overall respondents. This result is consistent with which has
been talked about by Eastman et al. (2008, 2011). They said that BIM is an enabling
platform that provides the opportunity to facilitate collaboration and information sharing
in design and construction. For example, changes to the Architectural model will
generate changes to the Structural model, and vice versa.
“Improve design quality (reducing errors/ redesign and managing design changes)”
(BE 4) was ranked as the second most valuable BIM benefit with (RII = 77.48%; P-
value = 0.00*). Successful implementation of BIM would result in a better quality
design. BIM provides a much more robust design environment, which is fully integrated
between all of the design disciplines, saving time and money in both the design and
construction phases of the project. BIM eliminates the need to translate or transfer
information, thereby, reducing errors, redesign, time and cost while increasing accuracy
and quality. In other words, this benefit of BIM ensures verifying consistency to the
design intent easily, which prevents costly delays and eliminates conflicts (Holness,
2006; Eastman et al., 2008; Eastman et al., 2011).
77.7
77.48 74.52
74.44
74.44
74.07
72.96
72.52
72.37
72.22
72.04 72.04
71.56 71.56
71.41 71.33
71.33
70.96
70.81
70.81
70.6
70.19
70
70 68.62
68.62
64
66
68
70
72
74
76
78BE 3
BE 4BE 5
BE 2
BE 1
BE 6
BE 19
BE 7
BE 26
BE 12
BE 13
BE 8BE 21
BE 25BE 18
BE 24
BE 14
BE 23
BE 11
BE 22
BE 15
BE 16
BE 10
BE 20
BE 9BE 17
97
“Improve sustainable design and lean design” (BE 5) was ranked as the third position
with (RII of 74.52%; P-value = 0.00*). This benefit of BIM would be precious for the
AEC industry in Gaza strip. The color of BIM is green, where BIM enables Architects
to create an accurate virtual or prototype of a sustainable building project before the
actual construction commences. As such, the most effective decisions related to the
sustainable design of a building can be made in the early design and preconstruction
stages (Azhar et al., 2008a; Azhar et al., 2008b; Krygiel et al., 2008; Azhar and Brown,
2009; Allen Consulting Group, 2010; Schade et al., 2011; and Kolpakov, 2012). The
combination of sustainable design strategies and BIM technology has the potential to
change the traditional design practices and to produce a high-performance facility
design. On the other hand, lean design and BIM theme focuses on developing solutions
to support the generation of better value to clients and users of the built environment
through improved processes with the use of the supporting BIM technologies. Its core is
in extending design thinking into strategies and methods to support innovation and
improve the efficiency of the design and construction industry (Eastman et al., 2008,
Eastman et al., 2011; Khosrowshahi and Arayici, 2012). This result is consistent with
those reported by Azhar and Brown (2009); Khosrowshahi and Arayici (2012); Park et
al. (2012); and Stanley and Thurnell (2014), whose research studies determined this
benefit as most valuable benefit of BIM for the AEC companies in the United States, the
United Kingdom, Korea, and New Zealand, respectively.
“Enhance work coordination with subcontractors and suppliers (supply chain)” (BE 9)
was ranked in the 25th
position with (RII of 68.62%; SD = 0.96; P-value = 0.00*). It is
very low rank. On the contrary of the result of the analysis, studies of Eastman et al.
(2008, 2011); Hardin (2009); McGraw-Hill Construction (2009); Succar (2009);
Weygant (2011); Ahmad et al. (2012); Khosrowshahi and Arayici (2012); Lorch (2012);
Farnsworth et al. (2014); and Stanley and Thurnell (2014) emphasized on the value of
adopting BIM to the supply chain in the construction industry. BIM is a collaborative
approach that improves communication means between client, design professionals,
contractors, suppliers, and subcontractors. Subcontractors can adopt BIM and stop
suffering from additional expenses for having to use various models. The adoption of
BIM can quickly clarify the complexity of some components. Coordinating the
assembly of materials on-site can save cost, increase productivity, improve quality, save
time, and minimize risks. In his paper, Irizarry et al. (2013) presented an integrated
BIM-GIS system for visualizing the supply chain process and the actual status of
materials through the supply chain (manifesting the flow of materials, availability of
resources, and ―map‖ of the respective supply chains visually). BIM is interconnected
with all the parties, and once a change occurred, it is automatically changed and
communicated with the whole group of model users. Consultants, contractors, suppliers,
and subcontractors all benefit from sharing project information through BIM model.
Finally, ―Reduce the overall project duration and cost” (BE 17) was ranked as the
lowest valuable BIM benefit in the 26th position with (RII of 68.62%; SD = 1.06; P-
value = 0.00*) as per perceptions of all the respondents. On the contrary of the result of
the analysis, McGraw-Hill Construction (2009); Eastman et al. (2011); Barlish and
Sullivan (2012); and Barlish and Sullivan (2012) said that BIM has risen as a very
effective tool, which has been proven to lower costs and time considerably. BIM helps
for reducing time and cost for data input, where the BIM model stores all the
information relating to the building‘s design and all other related information about the
project, including scheduling and cost, and allowing the same information to be used in
98
multiple documents and places, without having to recreate or re-input that information.
Further, BIM improves productivity within the Architectural and Engineering team as
well as reduces design rework and construction changes; and increases communication
among the individual specialists through the BIM model, and thus eliminating conflicts
and delays.
The top three benefits of BIM, which were rated by the respondents, are logical and
acceptable to be the most valuable benefits of BIM that would convince the
professionals for adopting it in the AEC industry in Gaza strip. Regarding results for all
items of the part of BIM benefits, they show that the Mean for all those items equals
3.60, and the total RII equals 72.10%, which is greater than 60% (the neutral value of
RII (3/5)*100 = 60%). The value of t-test equals 14.82, which is higher than the critical
value of t that equals 1.97. As well as the total P-value of all the items equals 0.00 and
it is less than the significance level of 0.05. Based on all previous results, BIM benefits
are significantly valuable for the professionals in the AEC industry in Gaza strip.
4.5.2 Factor analysis results of BIM benefits
RII analysis did not provide any meaningful outcomes in terms of understanding the
clustering effects of the similar items/ variables and thus further analysis was required
using advanced statistical methods such as factor analysis. The use of factor analysis is
purely exploratory. Factor analysis was used to examine the pattern of intercorrelations
between the 26 items/ variables of the field of BIM benefits in attempt to reduce the
number of them. It used also to group items/ variables with similar characteristics
together. In other words, it identified subsets of items/ variables that correlate highly
with each other, which called factors or components. Factor analysis was conducted for
this study using the Principal Component Analysis (PCA).
4.5.2.1 Appropriateness of factor analysis
The data was first assessed for its suitability to the factor analysis application. There
were many stages of that assessment:
The distribution of data
The assumption of normality is the essential requirement to generalize the results of
factor analysis test beyond the sample collected (Field, 2009; Zaiontz, 2014). As shown
in Ch3, the received data of the research follows the normal distribution. The result has
been satisfied with this requirement.
Validity of sample size
The reliability of factor analysis is dependent on sample size. Factor analysis/ PCA can
be conducted on a sample that has fewer than 100 respondents, but more than 50
respondents. The sample size for this study was 270. On the other hand, the standard
rule is to suggest that sample size contains at least 10–15 respondents per item/ variable.
In other words, sample size should be at least ten times the number of items/ variables
and some even recommend 20 times (Field, 2009; Zaiontz, 2014). Fortunately, for this
field of BIM benefits, the condition was verified. This field contains 26 items/ variables,
and the sample size was 270. With 270 respondents and 26 items/ variables (BIM
99
benefits), the ratio of respondents to items/ variables are 10: 1, which is suitable for the
requirement for the ratio of respondents to items/ variables.
Validity of Correlation matrix (Correlations between items/ variables)
Tables (4.10a) and (4.10b) show the correlation matrix for the 26 items/ variables of
BIM benefits. It is simply a rectangular array of numbers which gives the correlation
coefficients between a single item/ variable and every other item/ variable in the
investigation (Field, 2009; Zaiontz, 2014). As shown in Tables (4.10a) and (4.10b), the
correlation coefficient between an item/ a variable and itself is always 1; hence the
principal diagonal of the correlation matrix contains 1s. The correlation coefficients
above and below the principal diagonal are the same. PCA requires that there be some
correlations greater than 0.30 between the items/ variables included in the analysis. For
this set of items/ variables, that most of the correlations in the matrix are strong and
greater than 0.30. Correlations have been satisfied with this requirement.
Kaiser-Meyer-Olkin (KMO) and Bartlett's test
The Kaiser-Meyer-Olkin (KMO) sampling adequacy test and Bartlett's test of Sphericity
were carried out. The results of these tests are reported in Table (4.11). The value of the
KMO measure of sampling adequacy was 0.95 (close to 1) and was considered
acceptable and marvelous because it exceeds the minimum requirement of 0.50 and it is
above 0.90 (‗superb‘ according to Kaiser, 1974; Field, 2009; Zaiontz, 2014). Moreover,
the Bartlett test of sphericity was another indication of the strength of the relationship
among items/ variables. The Bartlett test of sphericity was 4754.45, and the associated
significance level was 0.00. The probability value (Sig.) associated with the Bartlett test
is less than 0.01, which satisfies the PCA requirement. This result indicated that the
correlation matrix was not an identity matrix and all of the items/ variables are
correlated (Field, 2009; Zaiontz, 2014). According to the results of these two tests, the
sample data of (BIM benefits) were appropriated for factor analysis.
Measures of reliability for the whole items/ variables
Cronbach's alpha test was performed on the items/ variables in the field of (BIM
benefits). The value of Cronbach‘s alpha (Cα) could be anywhere in the range of 0 to 1,
where a higher value denotes the greater internal consistency and vice versa. An alpha
of 0.60 or higher is the minimum acceptable level. Preferably, alpha will be 0.70 or
higher (Field, 2009; Weiers, 2011; Garson, 2013). As shown in Table (4.11), the value
of the calculated Cα for all items/ variables in the field of (BIM benefits) is 0.96 which
is considered to be marvelous.
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Table: (4.10a): Correlations between items/ variables of BIM benefits
BE 1 BE 2 BE 3 BE 4 BE 5 BE 6 BE 7 BE 8 BE 9 BE 10 BE 11 BE 12 BE 13
BE 1 1
BE 2 0.72** 1
BE 3 0.56** 0.62** 1
BE 4 0.51** 0.60** 0.70** 1
BE 5 0.45** 0.51** 0.61** 0.67** 1
BE 6 0.41** 0.42** 0.54** 0.53** 0.60** 1
BE 7 0.47** 0.48** 0.52** 0.50** 0.53** 0.60** 1
BE 8 0.52** 0.48** 0.52** 0.51** 0.44** 0.49** 0.66** 1
BE 9 0.39** 0.38** 0.46** 0.50** 0.46** 0.57** 0.58** 0.63** 1
BE 10 0.40** 0.43** 0.46** 0.50** 0.51** 0.39** 0.43** 0.51** 0.51** 1
BE 11 0.36** 0.38** 0.53** 0.53** 0.56** 0.59** 0.54** 0.47** 0.55** 0.57** 1
BE 12 0.41** 0.43** 0.52** 0.56** 0.57** 0.40** 0.48** 0.53** 0.50** 0.64** 0.61** 1
BE 13 0.32** 0.36** 0.50** 0.48** 0.50** 0.47** 0.51** 0.46** 0.49** 0.45** 0.49** 0.69** 1
BE 14 0.30** 0.39** 0.45** 0.49** 0.54** 0.48** 0.48** 0.42** 0.49** 0.48** 0.51** 0.58** 0.60**
BE 15 0.31** 0.44** 0.46** 0.46** 0.51** 0.40** 0.43** 0.45** 0.43** 0.46** 0.42** 0.55** 0.57**
BE 16 0.25** 0.32** 0.33** 0.35** 0.40** 0.47** 0.44** 0.40** 0.44** 0.35** 0.52** 0.47** 0.53**
BE 17 0.28** 0.36** 0.34** 0.37** 0.38** 0.41** 0.47** 0.45** 0.53** 0.41** 0.48** 0.46** 0.45**
BE 18 0.32** 0.35** 0.41** 0.46** 0.53** 0.43** 0.53** 0.51** 0.48** 0.47** 0.51** 0.59** 0.51**
BE 19 0.30** 0.44** 0.44** 0.45** 0.48** 0.36** 0.40** 0.40** 0.36** 0.41** 0.35** 0.44** 0.47**
BE 20 0.40** 0.44** 0.47** 0.48** 0.49** 0.46** 0.52** 0.47** 0.48** 0.53** 0.53* 0.55** 0.58**
BE 21 0.36** 0.44** 0.47** 0.47** 0.46** 0.44** 0.54** 0.48** 0.51** 0.45** 0.48** 0.53** 0.53**
BE 22 0.38** 0.46** 0.41** 0.46** 0.54** 0.50** 0.52** 0.44** 0.53** 0.53** 0.55** 0.57** 0.46**
BE 23 0.35** 0.36** 0.41** 0.45** 0.50** 0.42** 0.48** 0.43** 0.44** 0.49** 0.49** 0.55** 0.52**
BE 24 0.32** 0.38** 0.42** 0.45** 0.42** 0.37** 0.44** 0.46** 0.46** 0.55** 0.51** 0.60** 0.57**
BE 25 0.48** 0.52** 0.42** 0.37** 0.37** 0.42** 0.45** 0.44** 0.32** 0.42** 0.35** 0.40** 0.36**
BE 26 0.37** 0.38** 0.41** 0.40** 0.46** 0.51** 0.61** 0.53** 0.51** 0.38** 0.53** 0.47** 0.41** **. Correlation is significant at the 0.01 level (1-tailed).
*. Correlation is significant at the 0.05 level (1-tailed).
101
Table: (4.10b): Correlations between items/ variables of BIM benefits
BE 14 BE 15 BE 16 BE 17 BE 18 BE 19 BE 20 BE 21 BE 22 BE 23 BE 24 BE 25 BE 26
BE 14 1
BE 15 0.64** 1
BE 16 0.56** 0.55** 1
BE 17 0.48** 0.57** 0.65** 1
BE 18 0.50** 0.50** 0.52** 0.65** 1
BE 19 0.51** 0.62** 0.40** 0.43** 0.51** 1
BE 20 0.54** 0.58** 0.51** 0.53** 0.55** 0.64** 1
BE 21 0.51** 0.56** 0.50** 0.53** 0.57** 0.58** 0.70** 1
BE 22 0.50** 0.48** 0.49** 0.54** 0.56** 0.48** 0.65** 0.61** 1
BE 23 0.47** 0.49** 0.49** 0.43** 0.49** 0.49** 0.60** 0.56** 0.65** 1
BE 24 0.56** 0.55** 0.53** 0.50** 0.49** 0.50** 0.63** 0.54** 0.62** 0.63** 1
BE 25 0.36** 0.43** 0.44** 0.43** 0.41** 0.42** 0.47** 0.47** 0.50** 0.39** 0.52** 1
BE 26 0.48** 0.50** 0.56** 0.53** 0.56** 0.47** 0.53** 0.59** 0.54** 0.53** 0.53** 0.54** 1
**. Correlation is significant at the 0.01 level (1-tailed).
*. Correlation is significant at the 0.05 level (1-tailed).
Table: (4.11) KMO and Bartlett's test for items of BIM benefits
KMO and Bartlett's Test
Kaiser-Meyer-Olkin Measure of Sampling
Adequacy.
0.95
Bartlett's Test of
Sphericity
Approx. Chi-Square 4754.45
df 325
Sig. 0.00
Cronbach's Alpha (Cα) 0.96
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Communalities (common variance)
The next part from the output was a Table of communalities. Communalities represent
the proportion of the variance in the original items/ variables that is accounted for by the
factor solution. The factor solution should explain at least half of each original item's/
variable's variance, so the communality value for each item/ variable should be 0.50 or
higher (Field, 2009; Zaiontz, 2014). Table (4.12) shows that all of the communalities for
all items/ variables satisfy the minimum requirement of being larger than 0.50, and
therefore was not to exclude any of these items/ variables on the basis of low
communalities. Thus, all of the 26 items/ variables of this field (BIM benefits) were
used in this analysis.
Table: (4.12) Communalities of BIM benefits
No. BIM Benefit
Init
ial
Ex
trac
tion
BE 1 Improve realization of the idea of a design by the owner via a 3D
model of the building
1 0.75
BE 2 Support design decision-making by comparing different design
alternatives on a 3D model
1 0.79
BE 3 Enhance design team collaboration (Architectural, Structural,
Mechanical, and Electrical Engineers)
1 0.72
BE 4 Improve design quality (reducing errors/ redesign and managing
design changes)
1 0.72
BE 5 Improve sustainable design and lean design 1 0.66
BE 6 Improve safety design 1 0.65
BE 7 Improve the selection of the construction components carefully in
line with the quality and costs (such as types of doors and windows,
coverage type of the exterior walls, etc.)
1
0.69
BE 8 Improve understanding the sequence of the construction activities 1 0.62
BE 9 Enhance work coordination with subcontractors and suppliers
(supply chain) 1 0.66
BE 10 Increase the quality of prefabricated (digitally fabricated)
components and reduce its costs 1 0.54
BE 11 Improve safety planning and monitoring on-site/ reduce risks 1 0.67
BE 12 Increase the accuracy of scheduling and planning 1 0.70
BE 13 Increase the accuracy of cost estimation 1 0.63
BE 14 Improve communication between project parties 1 0.62
BE 15 Reduce change/ variation orders in the construction stage 1 0.63
BE 16 Reduce clashes among the stakeholders (clash detection) 1 0.62
BE 17 Reduce the overall project duration and cost 1 0.65
BE 18 Improve the implementation of lean construction techniques to get
sustainable solutions for reducing waste of materials during
construction and demolition
1 0.59
BE 19 Ease of information retrieval for the entire life of the building
through as-built 3D model 1 0.64
BE 20 Improve the management and the operation of the building to
maintain its sustainability by supporting decision-making on matters
relating to the building
1 0.69
103
Table: (4.12) Communalities of BIM benefits
No. BIM Benefit
Init
ial
Ex
trac
tion
BE 21 Increase coordination between the different operating systems of the
building (such as security and alarm system, lighting, air
conditioning, etc.)
1 0.63
BE 22 Enhance energy efficiency and sustainability of the building 1 0.61
BE 23 Improve maintenance planning (preventive and curative)/
maintenance strategy of the facility
1 0.56
BE 24 Control the whole-life costs of the asset effectively 1 0.65
BE 25 Increase profits by marketing for the facility via a 3D model 1 0.67
BE 26 Improve emergency management (put plans for avoiding hazards
and cope with disasters such as fire, earthquakes, etc.)
1 0.69
Total Variance Explained
By using the output from iteration 1, there were four eigenvalues greater than 1 (Figure
4.8). The eigenvalue criterion stated that each component explained at least one item's/
variable's worth of the variability, and therefore only components with eigenvalues
greater than one should be retained (Larose, 2006; Field, 2009). The latent root criterion
for some factors to be derived would indicate that there were four components (factors)
to be extracted for these items/ variables. Results were tabulated in Table (4.13). The
four components solution explained a sum of the variance with component 1
contributing 50.48%; component 2 contributing 6.50 %; component 3 contributing
4.27% and component 4 contributing 4.22%. All the remaining factors are not
significant.
Figure (4.8): The four components (factors) of BIM benefits
The four components were then rotated via varimax (orthogonal) rotation approach.
This approach does not change the underlying solution or the relationships among the
items/variables. Rather, it presents the pattern of loadings in a manner that is easier to
Value of
BIM benefits
Factor 1: Controlled whole-life costs and environmental data
"eigenvalue = 13.13"
Factor 2: More effective processes
"eigenvalue = 1.69"
Factor 3: Design and quality improvement
"eigenvalue = 1.11"
Factor 4: Decision-making support/ Better customer service
"eigenvalue = 1.10"
104
interpret factors (components) (Reinard, 2006; Field, 2009; Zaiontz, 2014). The rotated
solution revealed that the four components solution explained a sum of the variance
with component 1 contributing 23.20%; component 2 contributing 15.23 %; component
3 contributing 14.92%; and component 4 contributing 12.12%. These four components
(factors) explained 65.47 % of total variance for the varimax rotation.
Table (4.13): Total variance Explained of BIM benefits
Com
pon
ent
Initial Eigenvalues Extraction Sums of
Squared Loadings
Rotation Sums of
Squared Loadings
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
1 13.13 50.48 50.48 13.13 50.48 50.48 6.03 23.19 23.19
2 1.69 6.50 56.98 1.69 6.50 56.98 3.96 15.23 38.42
3 1.11 4.27 61.25 1.11 4.27 61.25 3.88 14.92 53.35
4 1.10 4.22 65.47 1.10 4.22 65.47 3.15 12.12 65.47
5 0.87 3.33 68.80
6 0.75 2.90 71.70
7 0.71 2.75 74.45
8 0.64 2.48 76.93
9 0.55 2.12 79.05
10 0.54 2.06 81.10
11 0.48 1.86 82.96
12 0.46 1.75 84.71
13 0.43 1.65 86.36
14 0.39 1.50 87.87
15 0.36 1.39 89.25
16 0.34 1.31 90.56
17 0.33 1.25 91.81
18 0.29 1.13 92.94
19 0.29 1.10 94.05
20 0.27 1.05 95.09
21 0.25 0.96 96.06
22 0.23 0.88 96.94
23 0.22 0.86 97.80
24 0.20 0.78 98.58
25 0.19 0.75 99.33
26 0.17 0.67 100
Scree Plot
The scree plot below in Figure (4.9) is a graph of the eigenvalues against all the factors.
This graph can also be used to decide on some factors that can be derived. The point of
105
interest is where the curve starts to flatten. It can be seen that the curve begins to flatten
between factors 4 and 5. Note also that factor 5 has an eigenvalue of less than 1, so only
four factors have been retained to be extracted.
Figure (4.9): Scree plot for factors of BIM benefits
Rotated Component (Factor) Matrix
Table (4.14) shows the factor loadings after rotation of 19 items/ variables (from the
original 26 items/ variables) on the four factors extracted and rotated. The pattern of
factor loadings should be examined to identify items/ variables that have complex
structures (Complex structure occurs when one item/ variable has high loadings or
correlations (0.50 or greater) on more than one factor/ component). If an item/ a
variable has a complex structure, it should be removed from the analysis (Reinard,
2006; Field, 2009; Zaiontz, 2014). According to that, it was necessary to remove seven
items/ variables because they demonstrated complex structures. Each item/ variable of
the removed items/ variables was loaded onto two components at the same time with
factor loadings exceed of 0.5. Items/ Variables that have been removed are BE 16, BE
17, BE 26, BE 11, BE 3, BE 13, and BE 25. As shown in Table (4.14), the factor
loading for each remaining item/ variable is above 0.5 and all items/ variables had
simple structures. The items/ variables are listed in order of the size of their factor
loadings.
Naming the Factors
Once an interpretable pattern of loadings is made, the factors or components should be
named according to their substantive content or core. The factors should have
conceptually distinct names and content. Items/ Variables with higher loadings on a
106
factor should play more important role in naming the factor. The four components
(factors) were named as the following:
Factor 1: ―Controlled whole-life costs and environmental data.‖
Factor 2: ―More effective processes.‖
Factor 3: ―Design and quality improvement.‖
Factor 4: ―Decision making support/ Better customer service.‖
Measures of reliability for each factor
Once factors have been extracted and rotated, it was necessary to cross checking if the
items/variables in each factor formed collectively explain the same measure within
target dimensions (Doloi, 2009). If items/ variables truly form the identified factor
(component), it is understood that they should reasonably correlate with one another,
but not the perfect correlation though. Cronbach's alpha (Cα) test was conducted for
each component (factor) as follows:
Factor 1 “Controlled whole-life costs and environmental data” with items/ variables:
BE 20, BE 24, BE 19, BE15, BE 21, BE 23, BE 22, BE 14, and BE 18.
Factor 2 “More effective processes” with items/ variables: BE 9, BE 7, BE 6, and BE 8.
Factor 3 “Design and quality improvement” with items/ variables: BE 4, BE 5, BE 12,
and
BE 10.
Factor 4 ―Decision-making support/ Better customer service‖ with items/ variables: BE
2, and
BE 1.
The higher value of Cα denotes the greater internal consistency and vice versa. An alpha
of 0.60 or higher is the minimum acceptable level. Preferably, alpha will be 0.70 or
higher (Field, 2009; Weiers, 2011; Garson, 2013). According to the results which were
tabulated in Table (4.14), Cα for factor 1 is 0.92; Cα for factor 2 is 0.85; Cα for factor 3
is 0.84; and Cα for factor 4 is 0.83. They are considered to be excellent.
Table (4.14): Results of factor analysis for BIM benefits
No. BIM benefit factors (Components)
Fac
tor
load
ing
Eig
env
alues
%v
aria
nce
exp
lain
ed
Cro
nbac
h's
Alp
ha
(Cα
)
Component/ Factor One: Controlled whole-life costs and environmental data
BE 20 Improve the management and the operation of
the building to maintain its sustainability by
supporting decision-making on matters relating
to the building
0.70
13.13
50.48
0.92
BE 24 Control the whole-life costs of the asset
effectively
0.70
BE 19 Ease of information retrieval for the entire life of
the building through as-built 3D model
0.70
BE 15 Reduce change/ variation orders in the
construction stage
0.69
107
Table (4.14): Results of factor analysis for BIM benefits
No. BIM benefit factors (Components)
Fac
tor
load
ing
Eig
env
alues
%var
ian
ce
exp
lain
ed
Cro
nbac
h's
Alp
ha
(Cα
)
BE 21 Increase coordination between the different
operating systems of the building (such as
security and alarm system, lighting, air
conditioning, etc.)
0.65
BE 23 Improve maintenance planning (preventive and
curative)/ maintenance strategy of the facility
0.60
BE22 Enhance energy efficiency and sustainability of
the building
0.59
BE14 Improve communication between project parties 0.55
BE18 Improve the implementation of lean construction
techniques to get sustainable solutions for
reducing waste of materials during construction
and demolition
0.55
Component/ Factor Two: More effective processes
BE 9 Enhance work coordination with subcontractors
and suppliers (supply chain)
0.66
1.69
6.50
0.85
BE 7 Improve the selection of the construction
components carefully in line with the quality and
costs (such as types of doors and windows,
coverage type of the exterior walls, etc.)
0.66
BE 6 Improve safety design 0.63
BE 8 Improve understanding the sequence of the
construction activities
0.57
Component/ Factor Three: Design and quality improvement
BE 4 Improve design quality (reducing errors/ redesign
and managing design changes)
0.64
1.11
4.27
0.84 BE 5 Improve sustainable design and lean design 0.64
BE 12 Increase the accuracy of scheduling and planning 0.62
BE 10 Increase the quality of prefabricated (digitally
fabricated) components and reduce its costs
0.54
Component/ Factor Four: Decision-making support/ Better customer service
BE 2 Support design decision-making by comparing
different design alternatives on a 3D model
0.80
1.10 4.22 0.83 BE 1 Improve realization of the idea of a design by the
owner via a 3D model of the building
0.80
4.5.2.2 The extracted factors
The next section will interpret and discuss each of the extracted components (factors) as
follows:
Factor 1: Controlled whole-life costs and environmental data
The first factor named Controlled whole-life costs and environmental data explains
50.48% of the total variance and contains nine items/ variables. The majority of items/
variables had relatively high factor loadings (≥ 0.55). The nine items/ variables are as
follows:
108
1. Improve the management and the operation of the building to maintain its
sustainability by supporting decision-making on matters relating to the building
(BE 20), with a factor loading = 0.70.
2. Control the whole-life costs of the asset effectively (BE 24), with a factor loading
= 0.70.
3. Ease of information retrieval for the entire life of the building through as-built
3D model (BE 19), with a factor loading = 0.70.
4. Reduce change/ variation orders in the construction stage (BE 15), with a factor
loading = 0.69.
5. Increase coordination between the different operating systems of the building
(such as security and alarm system, lighting, air conditioning, etc.) (BE 21),
with a factor loading = 0.65.
6. Improve maintenance planning (preventive and curative)/ maintenance strategy
of the facility (BE 23), with a factor loading = 0.60.
7. Enhance energy efficiency and sustainability of the building (BE 22), with a
factor loading = 0.59.
8. Improve communication between project parties (BE 14), with a factor loading
= 0.55.
9. Improve the implementation of lean construction techniques to get sustainable
solutions for reducing waste of materials during construction and demolition
(BE18), with a factor loading = 0.55.
The name of this factor has been chosen according to the correlations between these
nine items/ variables. Whole-life cost refers to the total cost of the ownership over the
life of an asset (cradle to grave costs). The costs include the financial cost which is
relatively simple to be calculated and also the environmental and social costs which are
harder to be quantified and assigned in numerical values. Typical areas of expenditure
in a building project are included in computing the whole-life costs of planning, design,
construction, operations, maintenance, rehabilitation, and the cost of finance and
replacement or disposal. Lifecycle data of a project (requirements, design, construction
and operational information) can be used in facilities management through the BIM
model. The BIM model can be used to understand and predict the environmental
performance of a building and its lifecycle costs during the management period of the
facility. BIM data can be exploited during facilities management, ensuring that
procurement decisions depend on the whole-life costs and cultural fit, and not solely on
short-term financial criteria (CRC Construction Innovation, 2007; Azhar et al., 2008a;
Azhar et al., 2008b; Eastman et al., 2011; Ku and Taiebat, 2011; BIFM, 2012). As
shown from results, the item/ variable with the highest loading of this first factor
(component) is ―Improve the management and the operation of the building to maintain
its sustainability by supporting decision-making on matters relating to the building‖
(BE 20) and the item/ variable with the lowest loading of this first factor (component) is
―Improve the implementation of lean construction techniques to get sustainable
solutions for reducing waste of materials during construction and demolition‖ (BE 18).
―Improve the management and the operation of the building to maintain its
sustainability by supporting decision-making on matters relating to the building,‖ (BE
20) is the highest item/ variable of factor 1 of BIM benefits with a factor loading of
0.70. Decisions early in the design process have a significant impact on the life cycle
performance of a building and with the rising cost of energy and growing environmental
concerns; the demand for sustainable buildings with minimal environmental impact is
109
increasing (Schade et al., 2011; Azhar and Brown, 2009). On the other hand, there is a
tremendous advantage in the integration of green (sustainability) and BIM processes
(Kolpakov, 2012). The BIM model can be used as a decision-making framework in the
early design phase. It supports decision-makers to take informed decisions regarding the
life cycle performance of a building (Schade et al., 2011). This saves time and cost of
the management and operation of the building in a green way (Lee et al., 2007; Lee et
al., 2009; Choi, 2010; Smart Market Report, 2012) (cited in Lee et al., 2014).
“Improve the implementation of lean construction techniques to get sustainable
solutions for reducing waste of materials during construction and demolition” (BE 18)
is the lowest item/ variable of factor 1 of BIM benefits with a factor loading of 0.55.
This BIM benefit was mentioned in the literature review as a valuable benefit of BIM
according to the studies of Kjartansdóttir (2011); Khosrowshahi and Arayici (2012);
Kolpakov (2012); and Cheng and Ma (2013). Lean construction techniques are
incorporated throughout the BIM workflow. In other words, BIM applications enable
the full effect of lean principles. Value maximization and waste reduction (benefits of
BIM) are in line with the benefits which lean construction promises. When BIM and
lean construction principles are used together, the construction process becomes even
more enhanced. The project team becomes more able to tackle complex dynamic and
challenging target goals to deliver a project (Eastman et al., 2008; Eastman et al., 2011;
Kjartansdóttir, 2011).
Factor 2: More effective processes
The second factor named More effective processes explains 6.50% of the total variance
and contains four items/ variables. The majority of items/ variables had relatively high
factor loadings (≥ 0.57). The four items/ variables are as follows:
1. Enhance work coordination with subcontractors and suppliers (supply chain)
(BE 9), with a factor loading = 0.66.
2. Improve the selection of the construction components carefully in line with the
quality and costs (such as types of doors and windows, coverage type of the
exterior walls, etc.) (BE7), with a factor loading = 0.66.
3. Improve safety design (BE 6), with a factor loading = 0.63.
4. Improve understanding the sequence of the construction activities (BE 8), with a
factor loading = 0.57.
The name of this factor has been chosen according to the correlations between these
four items/ variables. Throughout the asset life-cycle, BIM helps people save time and
money. It enables more effective integrated through-life information management, as
well as stronger business continuity. BIM is a coordinated set of processes, supported
by technology, which adds value by creating, managing and sharing the properties of an
asset throughout its life cycle. BIM models incorporate graphic, physical, commercial,
environmental and operational data (Sebastian and Berlo, 2010; Aibinu and Venkatesh,
2013). BIM models allow for a previously incredible array of collaborative activities;
integrated inter-disciplinary design review, multi-model coordination and clash
detection, real-time integration with other specialist disciplines for cost estimation, and
construction management. BIM ensures more controlled conditions for weather, quality,
improved supervision of labor and fewer material deliveries. BIM can also increase
worker safety through reduced exposure to inclement weather and better of working
conditions (Karlshøj, 2012). As shown from results, the item/ variable with the highest
loading of this first factor (component) is ―Enhance work coordination with
110
subcontractors and suppliers (supply chain)‖ (BE 9) and the item/ variable with the
lowest loading of this first factor (component) is ―Improve understanding the sequence
of the construction activities‖ (BE 8).
“Enhance work coordination with subcontractors and suppliers (supply chain)” (BE 9)
is the highest item/ variable of factor 2 of BIM benefits with a factor loading of 0.66. It
is a valuable BIM benefit, where BIM is a collaborative approach that improves
communication means among the client, design professionals, contractors, suppliers,
and subcontractors. Consultants, contractors, suppliers, and subcontractors all benefit
from sharing project information through BIM model. Subcontractors can adopt BIM
and stop suffering from the additional expenses for having to use various models. BIM
promises significant costs savings for subcontractors and suppliers (Eastman et al.,
2008; Eastman et al., 2011; Hardin, 2009; McGraw-Hill Construction, 2009; Succar,
2009; Weygant, 2011; Ahmad et al., 2012; Khosrowshahi and Arayici, 2012; Lorch,
2012; Farnsworth et al., 2014; Stanley and Thurnell, 2014).
“Improve understanding the sequence of the construction activities” (BE 8) is the
lowest item/ variable of factor 2 of BIM benefits with a factor loading of 0.57. BIM
assists in completing building at the optimal level through a practical understanding of
the sequence of the construction activities. 4D BIM modeling provides a powerful
visualization and communication tool that gives project teams a better understanding of
project milestones and construction plans. 4D simulation can help teams in identifying
problems well in advance of construction activities when they are much easier and less
costly to resolve. BIM models can be linked with construction activity schedules to
explore space and sequencing requirements. Additional information describing
equipment locations and materials staging areas can be integrated into the project model
to facilitate and support site management decisions, enabling project teams to
effectively generate and evaluate layouts for temporary facilities, assembly areas, and
material deliveries for all the phases of construction (Eastman et al., 2011; Newton and
Chileshe, 2012; Aibinu and Venkatesh, 2013; Farnsworth et al., 2014).
Factor 3: Design and quality improvement
The third factor named Design and quality improvement explains 4.27% of the total
variance and contains four items/ variables. The majority of items/ variables had
relatively high factor loadings (≥ 0.54). The four items/ variables are as follows:
1. Improve design quality (reducing errors/ redesign and managing design
changes) (BE 4), with a factor loading = 0.64.
2. Improve sustainable design and lean design (BE 5), with a factor loading = 0.64.
3. Increase the accuracy of scheduling and planning (BE 12), with a factor loading
= 0.62.
4. Increase the quality of prefabricated (digitally fabricated) components and
reduce its costs (BE 10), with a factor loading = 0.54.
The name of this factor has been chosen according to the correlations between these
four items/ variables. Early evaluation of design alternatives using analysis/ simulation
tools increases the overall quality of the building. The use of BIM to support digital
prototyping has spurred a design revolution allowing for innovations in the
Architectural industry. By applying BIM models to buildings, project teams can
understand a project digitally before being built. BIM delivers high-quality designs.
Making changes or adjustments to a virtual model can be accomplished more quickly,
111
more easily and exponentially more cost effectively than waiting until a fully mobilized
workforce is involved. BIM allows models to be tested for clashes and conflicts
throughout the development of the design. By integrating fabrication level model
information, the shop drawing process can be streamlined or eliminated. BIM digital
model resolves coordination issues and increases the use of pre-fabricated components,
and thus improves quality as well as reduces material and labor waste (Eastman et al.,
2008; Eastman et al. 2011; Lorimer, 2011; Elmualim and Gilder, 2013). As shown from
results, the item/ variable with the highest loading of this first factor (component) is
―Improve design quality (reducing errors/ redesign and managing design changes)‖
(BE 4), and the item/ variable with the lowest loading of this first factor (component) is
―Increase the quality of prefabricated (digitally fabricated) components and reduce its
costs‖ (BE 10).
“Improve design quality (reducing errors/ redesign and managing design changes)”
(BE 4) is the highest item/ variable of factor 3 of BIM benefits with a factor loading of
0.64. Successful implementation of BIM would result in a better quality design.
Architects benefit from BIM‘s capability of creating 3D renderings, graphically
accurate models, and sets of construction documents. The use of BIM prevents costly
delays due to inaccurate drawings. BIM is also beneficial to the design and installation
of MEP services on any construction project systems as well as their coordination with
other building systems. The adoption of BIM can also help Civil Engineers in analyzing
and comparing several design alternatives quickly. BIM model is linked to a database,
and any change to one design is reflected throughout the model; thus, eliminating
oversights and changing design models and drawings. BIM facilitates doing complex
design and can resolve errors/ clashes in the design among the disciplines easily. BIM
ensures verifying consistency to the design intent easily, which prevents costly delays
and eliminates conflicts (Holness, 2006; Eastman et al., 2008; Eastman et al., 2011).
“Increase the quality of prefabricated (digitally fabricated) components and reduce its
costs” (BE 10) is the lowest item/ variable of factor 3 of BIM benefits with a factor
loading of 0.54. Prefabrication is the practice of assembling components of a structure
in a factory or other manufacturing site, and transporting complete assemblies or sub-
assemblies to the construction site where the structure is to be located. BIM allows for
fabrication to occur efficiently offsite of many types of building components. These
building components include steel framing, curtain walls, facades, and building
envelope designs as well as mechanical and piping assemblies. These precisions of
building components reduce waste and condense construction time as well as save costs.
The reduction in labor schedules due to the offsite prefabrication diminishes onsite
interferences, as well as decreases, lead times; facilitating faster erection and placement
of building components on a project. Furthermore, prefabricated (digitally fabricated)
components allow for an improved quality via information extracted directly from the
BIM project model, reducing errors caused by miscommunication or misinterpretation
of the design. The quality of fabricated components generated in controlled settings is
superior to those generated onsite. Moreover, the use of digitally fabricated components
allows for enhanced coordination amongst Architects, fabricators, and contractors
allowing for the theory of the BIM model to be achieved successfully (Eastman et al.,
2008; Eastman et al. 2011; Gray et al., 2013).
112
Factor 4: Decision-making support/ Better customer service
The fourth factor named Decision-making support/ Better customer service explains
4.22% of the total variance and contains two items. The two items/ variables have the
same factor loading, which is 0.80. It is a high value. The two items/ variables are as
follows:
1. Support design decision-making by comparing different design alternatives on a
3D model (BE 2), with a factor loading = 0.80.
2. Improve realization of the idea of a design by the owner via a 3D model of the
building (BE 1), with a factor loading = 0.80.
The name of the factor has been chosen according to the correlations between these two
items/ variables on this factor. BIM is used to generate and manage information about a
building or piece of infrastructure over its entire lifespan. At every stage of the project
lifecycle, from design through to decommissioning, BIM provides information that help
owners of the construction projects in making informed choices. It makes the design,
construction, operation, and decommissioning process more efficient. Stebbins (2009)
agreed that BIM is a process rather than a piece of software. He clearly identified BIM
as a business and management decision. BIM implementation is strongly related to
managerial aspects of professional practices for different working styles and cultures
(cited in Ahmad et al., 2012). More precisely, BIM is a mechanism to share knowledge
among design professionals for the purpose of improving decision-making through
better project understanding (Schade et al., 2011). The building information models
become shared knowledge resources to support decision-making about a facility from
the earliest conceptual stages, through design, construction, operational life, and
eventually, demolition (Lee et al., 2007; Lee et al., 2009; Choi, 2010; Smart Market
Report, 2012) (cited in Lee et al., 2014). As shown from the results, the item/ variable
with the higher loading of this first factor (component) is ―Support design decision-
making by comparing different design alternatives on a 3D model‖ (BE 2), and the
item/ variable with the lower loading of this first factor (component) is ―Improve
realization of the idea of a design by the owner via a 3D model of the building‖ (BE 1).
“Support design decision-making by comparing different design alternatives on a 3D
model” (BE 2) is the higher item/ variable of factor 4 of BIM benefits with a factor
loading of 0.80. Decisions early in the design process have a significant impact on the
life cycle performance of a building. The outcome of a construction project can be
improved if different design options can rapidly be analyzed to assist the client and
design team in making informed decisions in the design process. As the 3D model is
created, real-time information associated with the cost database becomes available. This
type of information provides the designer with estimated costs for the current design
alternative and gives the ability to associate costs with specific design features (Eastman
et al., 2008; Thurairajah & Goucher, 2013; Stanley and Thurnell, 2014). The time saved
through enhanced information management is also likely to generate productivity and
efficiency gains, and also improve design outcomes through better understanding of
design alternatives by clients and designers (CRC for Construction Innovation, 2007;
Azhar et al., 2008a; Azhar et al., 2008b; Eastman et al., 2008; Eastman et al., 2011;
Allen Consulting Group, 2010; Ahmad et al., 2012; Newton and Chileshe, 2012;
Stanley and Thurnell, 2014).
113
“Improve realization of the idea of a design by the owner via a 3D model of the
building” (BE 1) is the lower item/ variable of factor 4 of BIM benefits with a factor
loading of 0.80. The different stakeholders can find benefits from using BIM. The
model developed using BIM helps owners in visualizing the spatial organization of the
building as well as understanding the sequence of construction activities and project
duration (Eastman et al., 2011). The owners must be able to manage and evaluate the
scope of the design against their requirements at every phase of a project. BIM provides
3D visualization to the owners and thus, project conceptualization is perceived to be
made easier with BIM. BIM provides the ability to check each part of the project about
each of the projects options (Azhar et al., 2008a; Stanley and Thurnell, 2014).
4.6 The strength of BIM barriers
There was a field contains 18 items of BIM barriers, and this list of the 18 items was
taken from the literature review and adapted by modifying or merging according to the
results of the face validity and the pretesting of the questionnaire as shown in Chapter 3.
These items were subjected to the views of respondents and were analyzed. The
Descriptive Statistics, i.e. Means, Standard Deviations (SD), t-value (two-tailed),
probabilities (P-value), Relative Importance Indices (RII), and finally ranks were
established and presented in Table (4.15).
4.6.1 RII of BIM barriers
RII was calculated to weight each barrier of BIM (from BA 1 to BA 18) according to
the numerical scores obtained from the questionnaire responses by the professionals in
the AEC industry in Gaza strip and the results have been ranked from the highest degree
(The strongest BIM barrier) to the least degree (The most vulnerable BIM barrier).
Table (4.15) provides RIIs and ranks of BIM barriers, respectively. The numbers in the
―rank‖ column represent the sequential ranking. It worth mentioning that ranking of
BIM barriers was based on the highest Mean, RII, and the lowest SD. If some items/
variables have similar Means and RIIs, as in the case of (BA 4 and BA 13); and (BA 10
and BA 7), the ranking will depend on the lowest SD. More precisely, although BA 4
and BA 13 have the same Mean and RIIs, BA 4 is ranked higher than the BA 13
because it has a lower SD. The same thing was done for BA 10 and BA 7, where BA 10
has taken the higher rank than BA 7. Items/ Variables were categorized with ratings
from 77.33 % to 66 % (Figure 4.10).
Table (4.15): The strength of BIM barriers
No. BIM barrier
Mea
n
SD
RII
(%
)
t-v
alu
e
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
BA 2 Lack of the awareness of BIM by
stakeholders 3.87 0.99 77.33 14.34 0.00* 1
BA 3 Lack of knowledge of how to apply BIM
software 3.84 0.95 76.80 14.50 0.00* 2
BA 5
Lack of the awareness of the benefits that
BIM can bring to Engineering offices,
companies, and projects 3.81 0.98 76.22 13.63 0.00*
3
114
Table (4.15): The strength of BIM barriers
No. BIM barrier
Mea
n
SD
RII
(%
)
t-val
ue
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
BA 14
Lack of interest in Gaza strip to pursue
the condition of the building over the life
after completion of implementation stage
3.75 1.10 75.04 11.29 0.00* 4
BA 15 Lack of Architects/ Engineers skilled in
the use of BIM programs 3.71 1.11 74.15 10.47 0.00* 5
BA 16
Lack of the education or training on the
use of BIM, whether in the university or
any governmental or private training
centers
3.69 1.02 73.78 11.14 0.00* 6
BA 12
Lack of demand and disinterest from
clients regarding with using BIM
technology in design and construction of
the project
3.69 1.11 73.78 10.22 0.00* 7
BA 11 Lack of the governmental regulations for
full support the implementation of BIM 3.68 1.14 73.68 9.82 0.00* 8
BA 4
Professionals think that the current CAD
system and other conventional programs
satisfy the need of designing and
performing the work and complete the
project efficiently
3.67 1.01 73.46 10.97 0.00* 9
BA 13
Lack of the real cases in Gaza strip or
other nearby areas in the region that have
been implemented by using BIM and
have proved positive return of investment
3.67 1.12 73.46 9.74 0.00* 10
BA 6
Lack of effective collaboration among
project stakeholders to exchange
necessary information for BIM
application, due to the fragmented nature
of the AEC industry in Gaza strip
3.57 0.98 71.41 9.57 0.00* 11
BA 18
Reluctance to train Architects/ Engineers
due to the costly training requirements in
terms of time and money
3.51 1.08 70.30 7.81 0.00* 12
BA 8
Lack of the financial ability for the small
firms to start a new workflow that is
necessary for the adoption of BIM
effectively
3.42 1.17 68.43 5.90 0.00* 13
BA 9
Companies prefer focusing on projects
(under working/ construction) rather than
considering, evaluating, and
implementing BIM
3.40 1.07 67.93 6.08 0.00* 14
BA 11
Difficulty of finding project stakeholders
with the required competence to
participate in applying BIM
3.36 1.03 67.21 5.75 0.00* 15
BA 7
Resistance by companies and institutions
for any change can occur in the workflow
system and the refusal of adopting a new
technology
3.36 1.08 67.21 5.41 0.00* 16
115
Table (4.15): The strength of BIM barriers
No. BIM barrier
Mea
n
SD
RII
(%
)
t-val
ue
(tw
o-t
aile
d)
P-v
alu
e
(Sig
.)
Ran
k
BA 17
The unwillingness of Architects/
Engineers to learn new applications
because of their educational culture and
their bias toward the programs they are
dealing with
3.33 1.10 66.54 4.90 0.00* 17
BA 1
Necessary high costs to buy BIM
software and costs of the necessary
hardware updates
3.30 1.12 66 4.41 0.00* 18
All barriers 3.59 0.67 71.80 14.54 0.00* Critical value of t: at degree of freedom (df) = [N-1] = [270-1] = 269 and significance (Probability) level
0.05 equals “1.97”
Figure (4.10): RII of BIM barriers (BA 1 to BA 18)
The findings indicated that “Lack of the awareness of BIM by stakeholders” (BA 2) is
the strongest barrier to BIM adopting in the AEC industry in Gaza strip. It has been
ranked as the first position with (RII = 77.33%) and (P-value = 0.00*) according to the
overall respondents. This result indicates that a significant proportion of respondents
have little or no understanding of the concept of BIM. This finding is consistent with
the result which has been found by Kassem et al. (2012). According to their studies,
lack of the awareness of BIM was recognized by the professionals in the construction
industry as the primary barrier to BIM and 4D adoption in the UK. This result is also in
line with the research of Thurairajah and Goucher (2013), where it has shown that while
77.33 76.80
76.22
75.04
74.15
73.78
73.7
73.68
73.46 73.33
71.41
70.30
68.43
67.93
67.21
67.14
66.54
66
60
65
70
75
80BA 2
BA 3
BA 5
BA 14
BA 15
BA 16
BA 12
BA 11
BA 4
BA 13
BA 6
BA 18
BA 8
BA 9
BA 10
BA 7
BA 17
BA 1
116
the cost consultants in the UK are aware of BIM, there is an overall lack of knowledge
and understanding of what it is. According to the study of Löf and Kojadinovic (2012)
in Sweden, the reason for the lack of knowledge of BIM is the lack of guidelines on
how to use and align BIM in the production phase of the construction projects. The lack
of knowledge regarding BIM has led to a slow uptake of this technology and ineffective
management of adoption (Mitchell and Lambert, 2013; NBS, 2013).
“Lack of knowledge of how to apply BIM software” (BA 3) (RII = 76.80 %; P-value =
0.00*) was ranked as the second strongest barrier to BIM adopting in the AEC industry
in Gaza strip. Due to the complexity of gathering all the relevant information when
working with BIM on a building project some companies have developed, software
designed specifically to work in a BIM framework. New BIM software makes massive
projects doable (3D Visualization, Quantity Takeoff, Lean Scheduling, Cost Planning
and other processes). There are some BIM software applications available in the market.
The top three software are as follows: Autodesk® Revit™; Graphisoft® Constructor™;
and Bentley® Architecture™ (Azhar et al., 2008b). The result of the analysis is
consistent with which has been revealed by research in Hong Kong by Tse et al. (2005).
They found that a large part of the Architects stated that BIM is ―not easy to use.‖ This
result is also in line with which has been found in Sweden by Lahdou and Zetterman
(2011). They found that project managers in the construction projects claimed that the
implementation of BIM is not always as easy as software developers suggest. A usual
problem is getting different file formats to function properly when creating a combined
building information model. In general, there is a knowledge gap regarding BIM
software and how to use it efficiently (AGC, 2005; Keegan, 2010; Kassem et al., 2012;
Khosrowshahi and Arayici, 2012; Löf and Kojadinovic, 2012; Crowley, 2013).
“Lack of the awareness of the benefits that BIM can bring to Engineering offices,
companies and projects” (BA 5) was ranked as the third position with (RII of 76.22 %;
P-value = 0.00*). This barrier to BIM adopting would be a very logical choice from the
respondents in the AEC industry in Gaza strip, which is because of the knowledge gap
regarding BIM. The result is agreed with those reported about barriers to BIM adoption
in the UK by Arayici et al. (2009), and Kassem et al. (2012). This outcome also
corroborates the findings of the studies of Khosrowshahi and Arayici (2012), Aibinu
and Venkatesh (2013), and Elmualim and Gilder (2013). Their research determined the
lack of the awareness of the BIM benefits as one of the substantial barriers associated
with BIM implementation in the AEC industries in (the UK and Finland), Australia, and
(the UK, Europe, the USA, India, Ghana, China, Russia, South Africa, Australia,
Canada, Malaysia and the UAE), respectively. People in Australia also displayed a
degree of hesitancy in implementing BIM on a project because of the lack of knowledge
about BIM and its distinctive capabilities in the field of the construction industry
(Mitchell and Lambert, 2013). In Hong Kong, Tse et al. (2005) revealed by research
that a large part of the Architects did not find the tools in BIM to satisfy their needs.
Thus, BIM benefits are still often misunderstood or not known to those do not use it in
their works (Löf and Kojadinovic, 2012).
Finally, ―Necessary high costs to buy BIM software and costs of the necessary
hardware updates” (BA 1) was ranked as the lowest barrier to BIM adoption in the 18th
position with (RII = 66 %; P-value = 0.00*) as per perceptions of all the respondents.
This view has more than one interpretation such as they do not know the real amount of
the cost they need to adopt BIM. Some respondents who are working in consulting
117
offices also said that the initial costs that must be spent in the beginning would not
affect financially on the organization as long as there are significant benefits will be
gained from BIM adoption in the long run, and thus costs are not a barrier to adopting
BIM. On the contrary of the result of the analysis, when the respondents of QS in
Australia were asked to list the barriers to the use of BIM features, the results showed
that the cost of implementation was the most frequently cited barrier by the respondents
(Aibinu and Venkatesh, 2013). There are several examples of the high costs that are
required to implement BIM, such as (1) software licensing; (2) the costs to improve
server capacity to suit having such a high IT requirements; (3) ongoing maintenance
fee; (4) the cost of the proper creation of a building model; and (5) the costs of the
training (Keegan, 2010; Aibinu and Venkatesh, 2013; and (Lee et al., 2007; Lee et al.,
2009; Choi, 2010; Smart Market Report, 2012) (cited in Lee et al., 2014)).
The top three barriers to BIM adoption, which were rated by the respondents, are logical
and acceptable to be the strongest barriers to BIM adoption in the AEC industry in Gaza
strip. Regarding results for all items of the part of BIM barriers, they show that the
Mean for all those items equals 3.59 and the total RII equals 71.80 %, which is greater
than 60% (the neutral value of RII (3/5)*100 = 60%). The value of t-test equals 14.54,
which is higher than the critical value of t that equals 1.97. As well as, the total P-value
of all the items equals 0.00, and it is less than the significance level of 0.05. Based on all
the previous results, BIM barriers are substantially affecting the adoption of BIM in the
AEC industry in Gaza strip.
4.6.2 Factor analysis results of BIM barriers
RII analysis did not provide any meaningful outcomes regarding understanding the
clustering effect of the similar items/ variables, and thus further analysis was required
using advanced statistical methods such as factor analysis. The use of factor analysis is
purely exploratory. Factor analysis was used to examine the pattern of intercorrelations
between the 18 items/ variables of the field of BIM barriers in an attempt to reduce the
number of them. It also used to group items/ variables with similar characteristics
together. In other words, it identified subsets of items/ variables that correlate highly
with each other, which called factors or components. Factor analysis was conducted for
this study using the Principal Component Analysis (PCA).
4.6.2.1 Appropriateness of factor analysis
The data was first assessed for its suitability to the factor analysis application. There
were many stages of that assessment:
The distribution of data
The assumption of normality is the essential requirement to generalize the results of
factor analysis test beyond the sample collected (Field, 2009; Zaiontz, 2014). As shown
in Ch3, the received data of the research follows the normal distribution. The result has
been satisfied with this requirement.
118
Validity of sample size
The reliability of factor analysis is dependent on sample size. Factor analysis/ PCA can
be conducted on a sample that has fewer than 100 respondents, but more than 50
respondents. The sample size for this study was 270. Further, the standard rule is to
suggest that sample size contains at least 10–15 respondents per item/ variable. In other
words, sample size should be at least ten times the number of variables and some even
recommend 20 times (Field, 2009; Zaiontz, 2014). Fortunately, for this field of BIM
barriers, the condition was verified. This field contains 18 barriers, and the sample size
was 270. With 270 respondents and 18 items/ variables (BIM barriers), the ratio of
respondents to items/ variables are 15: 1, which exceeds the requirement for the ratio of
respondents to items/ variables.
Validity of Correlation matrix (Correlations between items/ variables)
Table (4.16) illustrates the correlation matrix for the 18 items/ variables of BIM
barriers. It is simply a rectangular array of numbers which gives the correlation
coefficients between a single item/ variable and every other item/ variable in the
investigation (Field, 2009; Zaiontz, 2014). As shown in Table (4.16), the correlation
coefficient between an item/ a variable and itself is always 1; hence the principal
diagonal of the correlation matrix contains 1s. The correlation coefficients above and
below the principal diagonal are the same. PCA requires that there be some correlations
greater than 0.30 between the items/ variables included in the analysis. For this set of
items/ variables, that most of the correlations in the matrix are strong and greater than
0.30. Correlations have been satisfied with this requirement.
Kaiser-Meyer-Olkin (KMO) and Bartlett's Test
The Kaiser-Meyer-Olkin (KMO) sampling adequacy test and Bartlett's test of Sphericity
were carried out. The results of these tests are reported in Table (4.17). The value of the
KMO measure of sampling adequacy was 0.89 (close to 1). It was considered
acceptable and meritorious because it exceeds the minimum requirement of 0.50 and it
is above 0.80 (according to Kaiser, 1974; Field, 2009; Zaiontz, 2014). Moreover, the
Bartlett test of sphericity was another indication of the strength of the relationship
among items/ variables. The Bartlett test of sphericity was 2167.89, and the associated
significance level was 0.00. The probability value (Sig.) associated with the Bartlett test
is less than 0.01, which satisfies the PCA requirement. This result indicated that the
correlation matrix was not an identity matrix and all of the items/ variables are
correlated (Field, 2009; Zaiontz, 2014). According to the results of these two tests, the
sample data of (BIM barriers) were appropriated for factor analysis.
Measures of reliability for the whole items/ variables
Cronbach's alpha test was performed on the items/ variables in the field of (BIM
barriers). The value of Cronbach‘s alpha (Cα) could be anywhere in the range of 0 to 1,
where a higher value denotes the greater internal consistency and vice versa. An alpha
of 0.60 or higher is the minimum acceptable level. Preferably, alpha will be 0.70 or
higher (Field, 2009; Weiers, 2011; Garson, 2013). As shown in Table (4.17), the value
of the calculated Cα for 16 items/ variables of the field of (BIM barriers) is 0.90 which
is considered to be marvelous. Cronbach's alpha test was applied only to the 16 items/
119
variables (from the original 18 variables) of the field because the remaining two items/
variables were failed according to the Communalities Table and thus were deleted from
the analysis as it will be shown below.
120
Table: (4.17) KMO and Bartlett's test for items/ variables of BIM barriers
KMO and Bartlett's test
Kaiser-Meyer-Olkin Measure of Sampling Adequacy. 0.89
Bartlett's Test of Sphericity Approx. Chi-Square 2167.89
df 120
Sig. 0.00*
Cronbach's Alpha (Cα) 0.90
Table: (4.16): Correlations between items/ variables of BIM barriers
BA 1 BA 2 BA 3 BA 5 BA 7 BA 8 BA 9 BA 10 BA 11 BA 12 BA 13 BA 14 BA 15 BA 16 BA 17 BA 18
BA 1 1
BA 2 0.50** 1
BA 3 0.39** 0.76** 1
BA 5 0.29** 0.55** 0.56** 1
BA 7 0.23** 0.22** 0.17** 0.28**
BA 8 0.42** 0.28** 0.23** 0.30** 0.50** 1
BA 9 0.28** 0.30** 0.24** 0.32** 0.53** 0.61** 1
BA 10 0.29** 0.30** 0.24** 0.34** 0.45** 0.52** 0.59** 1
BA 11 0.24** 0.42** 0.36** 0.36** 0.24** 0.40** 0.47** 0.60** 1
BA 12 0.22** 0.33** 0.33** 0.38** 0.25** 0.34** 0.34** 0.52** 0.69** 1
BA 13 0.13** 0.31** 0.33** 0.34** 0.28** 0.32** 0.39** 0.45** 0.59** 0.63** 1
BA 14 0.07** 0.29** 0.27** 0.41** 0.29** 0.29** 0.40** 0.37** 0.50** 0.52** 0.63** 1
BA 15 0.15** 0.38** 0.45** 0.40** 0.21** 0.28** 0.40** 0.42** 0.56** 0.57** 0.54** 0.60** 1
BA 16 0.19** 0.41** 0.39** 0.43** 0.20** 0.26** 0.39** 0.42** 0.50** 0.50** 0.47** 0.53** 0.72** 1
BA 17 0.18** 0.26** 0.26** 0.25** 0.27** 0.14** 0.30** 0.29** 0.24** 0.18** 0.27** 0.34** 0.41** 0.45** 1
BA 18 0.27** 0.37** 0.33** 0.35** 0.27** 0.29** 0.35** 0.37** 0.33** 0.27** 0.31** 0.37** 0.41** 0.46** 0.54** 1
**. Correlation is significant at the 0.01 level (1-tailed).
*. Correlation is significant at the 0.05 level (1-tailed).
121
Communalities (common variance)
The next part of the output was a Table of communalities. Communalities represent the
proportion of the variance in the original items/ variables that is accounted for by the
factor solution. The factor solution should explain at least half of each original item's/
variable's variance, so the communality value for each item/ variable should be 0.50 or
higher (Field, 2009; Zaiontz, 2014). On iteration 1 of factor analysis test, the
communality for the variable BA 4: “Professionals think that the current CAD system
and other conventional programs satisfy the need of designing and performing the work
and complete the project efficiently‖ was 0.46; and the communality for the variable BA
6: “Lack of effective collaboration among project stakeholders to exchange necessary
information for BIM application, due to the fragmented nature of the AEC industry in
Gaza strip‖ was 0.42. Since they were less than 0.50, the variables had to be removed,
and the PCA was computed again (new iteration). Table (4.18) shows that all of the
communalities for all the remaining items/ variables satisfy the minimum requirement
of being larger than 0.50, and therefore was not to exclude any of these items/ variables
on the basis of low communalities. Thus, all of the remaining 16 items/ variables (from
the original 18 items/ variables) of this field (BIM barriers) were used in this analysis.
Table: (4.18) Communalities of BIM barriers
No. BIM Barrier
Init
ial
Ex
trac
tion
BA 1 Necessary high costs to buy BIM software and costs of the necessary
hardware updates 1 0.61
BA 2 Lack of the awareness of BIM by stakeholders 1 0.81
BA 3 Lack of knowledge of how to apply BIM software 1 0.79
BA 5 Lack of the awareness of the benefits that BIM can bring to
Engineering offices, companies, and projects 1 0.54
BA 7 Resistance by companies and institutions for any change can occur in
the workflow system and the refusal of adopting a new technology 1 0.62
BA 8 Lack of the financial ability for the small firms to start a new
workflow that is necessary for the adoption of BIM effectively 1 0.72
BA 9 Companies prefer focusing on projects (under working/ construction)
rather than considering, evaluating, and implementing BIM 1 0.70
BA 10 Difficulty of finding project stakeholders with the required
competence to participate in applying BIM 1 0.66
BA 11 Lack of the governmental regulations for full support the
implementation of BIM 1 0.71
BA 12 Lack of demand and disinterest from clients regarding with using BIM
technology in design and construction of the project 1 0.74
BA 13 Lack of the real cases in Gaza strip or other nearby areas in the region
that have been implemented by using BIM and have proved positive
return of investment
1 0.67
BA 14 Lack of interest in Gaza strip to pursue the condition of the building
over the life after completion of implementation stage 1 0.64
BA 15 Lack of Architects/ Engineers skilled in the use of BIM programs 1 0.72
BA 16 Lack of the education or training on the use of BIM, whether in the
university or any governmental or private training centers
1 0.68
122
Table: (4.18) Communalities of BIM barriers
No. BIM Barrier
Init
ial
Ex
trac
tion
BA 17 The unwillingness of Architects/ Engineers to learn new applications
because of their educational culture and their bias toward the programs
they are dealing with
1 0.77
BA 18 Reluctance to train Architects/ Engineers due to the costly training
requirements in terms of time and money 1 0.66
Total Variance Explained
By using the output from iteration 2, there were four eigenvalues greater than 1 (Figure
4.11). The eigenvalue criterion stated that each component explained at least one item's/
variable's worth of the variability, and therefore only components with eigenvalues
greater than one should be retained (Larose, 2006; Field, 2009). The latent root criterion
for some factors to derive would indicate that there were four components (factors) to
be extracted for these variables. Results were tabulated in Table (4.19). The four
components solution explained a sum of the variance with component 1 contributing
41.70 %; component 2 contributing 9.95 %; component 3 contributing 9.78 %; and
component 4 contributing 7.40 %. All the remaining factors are not significant.
Figure (4.11): The four components (factors) of BIM barriers
The four components were then rotated via varimax (orthogonal) rotation approach.
This does not change the underlying solution or the relationships among the items/
variables. Rather, it presents the pattern of loadings in a manner that is easier to
interpret factors (components) (Reinard, 2006; Field, 2009; Zaiontz, 2014). The rotated
solution revealed that the four components solution explained a sum of the variance
BIM barriers
Factor 1: Lack of BIM interest
"eigenvalue = 6.67"
Factor 2: Organization-wide resistance to change workflows
"eigenvalue = 1.59"
Factor 3: Lack of knowledge about BIM and cost of implementing
"eigenvalue = 1.57"
Factor 4: Cultural barriers toward adopting new technology and training requirements
"eigenvalue = 1.18"
123
with component 1 contributing 23.90 %; component 2 contributing 16.59 %; component
3 contributing 16.25 %; and component 4 contributing 12.08 %. These four components
(factors) explained 68.83 % of total variance for the varimax rotation.
Table (4.19): Total variance Explained of BIM barriers
Com
pon
ent
Initial Eigenvalues Extraction Sums of
Squared Loadings
Rotation Sums of
Squared Loadings T
ota
l
% o
f V
aria
nce
Cum
ula
tiv
e %
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
To
tal
% o
f V
aria
nce
Cum
ula
tiv
e %
1 6.67 41.70 41.70 6.67 41.70 41.70 3.82 23.90 23.90
2 1.59 9.95 51.65 1.59 9.95 51.65 2.65 16.59 40.50
3 1.56 9.78 61.43 1.56 9.78 61.43 2.60 16.25 56.75
4 1.18 7.40 68.83 1.18 7.40 68.83 1.93 12.08 68.83
5 0.77 4.79 73.62
6 0.58 3.63 77.25
7 0.55 3.46 80.71
8 0.51 3.16 83.87
9 0.47 2.92 86.79
10 0.41 2.58 89.37
11 0.36 2.25 91.62
12 0.32 2.02 93.64
13 0.30 1.90 95.54
14 0.28 1.77 97.31
15 0.24 1.52 98.82
16 0.19 1.18 100
Scree Plot
The scree plot below in Figure (4.12) is a graph of the eigenvalues against all the
factors. This graph can also be used to decide on some factors that can be derived. The
point of interest is where the curve starts to flatten. It can be seen that the curve begins
to flatten between factors 4 and 5. Note also that factor 5 has an eigenvalue of less than
1, so only four factors have been retained to be extracted.
124
Figure (4.12): Scree plot for factors of BIM barriers
Rotated Component (Factor) Matrix
Table (4.20) shows the factor loadings after rotation of 16 items/ variables (from the
original 18 items/ variables) on the four factors extracted and rotated. The pattern of
factor loadings should be examined to identify items/ variables that have complex
structures (Complex structure occurs when one item/ variable has high loadings or
correlations (0.50 or greater) on more than one factor/ component). If an item/ a
variable has a complex structure, it should be removed from the analysis (Reinard,
2006; Field, 2009; Zaiontz, 2014). According to the results of iteration 2, none of the
items/ variables demonstrated a complex structure and as shown in Table (4.20), the
factor loading for each item/ variable is above 0.5. The items/ variables are listed in the
order of the size of their factor loadings.
Naming the Factors
Once an interpretable pattern of loadings is done, the factors or components should be
named according to their substantive content or core. The factors should have
conceptually distinct names and content. Items/ Variables with higher loadings on a
factor should play more important role in naming the factor. The four components
(factors) were named as the following:
Factor 1: ―Lack of BIM interest.”
Factor 2: ―Organization-wide resistance to change workflows.‖
Factor 3: ―Lack of knowledge about BIM and cost of implementing.‖
Factor4: Cultural barriers toward adopting new technology and training requirements.‖
125
Measures of reliability for each factor
Once factors have been extracted and rotated, it was necessary to cross checking if the
items/ variables in each factor formed collectively explain the same measure within
target dimensions (Doloi, 2009). If items/ variables truly form the identified factor
(component), it is understood that they should reasonably correlate with one another,
but not the perfect correlation though. Cronbach's alpha (Cα) test was conducted for
each component (factor) as follows:
Factor 1 ―Lack of BIM interest‖ with items/ variables: BA 12, BA 13, BA 11, BA 14,
BA 15, and BA 16.
Factor 2 ―Organization-wide resistance to change workflows‖ with items/ variables: BA
8, BA 7, BA 9, and BA 10.
Factor 3 ―Lack of knowledge about BIM and cost of implementing‖ with items/
variables: BA 2, BA 3, BA 1, and BA 5.
Factor 4: ―Cultural barriers toward adopting new technology and training
requirements‖ with items/ variables: BA 17, and BA 18.
The higher value of Cα denotes the greater internal consistency and vice versa. An alpha
of 0.60 or higher is the minimum acceptable level. Preferably, alpha will be 0.70 or
higher (Field, 2009; Weiers, 2011; Garson, 2013). According to the results which were
tabulated in Table (4.20), Cα for factor 1 is 0.87; Cα for factor 2 is 0.82; Cα for factor 3
is 0.80 and Cα for factor 4 is 0.69. They are considered to be acceptable.
Table (4.20): Results of factor analysis for BIM barriers
No. BIM barrier factors (Components)
Fac
tor
load
ing
Eig
env
alues
%var
ian
ce
exp
lain
ed
Cro
nbac
h's
Alp
ha
(Cα
)
Component/ Factor One : Lack of BIM interest
BA 12 Lack of demand and disinterest from clients
regarding with using BIM technology in design
and construction of the project
0.81
6.67
41.70
0.87
BA 13 Lack of the real cases in Gaza strip or other
nearby areas in the region that have been
implemented by using BIM and have proved
positive return of investment
0.78
BA 11 Lack of the governmental regulations for full
support the implementation of BIM
0.74
BA 14 Lack of interest in Gaza strip to pursue the
condition of the building over the life after
completion of implementation stage
0.72
BA 15 Lack of Architects/ Engineers skilled in the use
of BIM programs
0.72
BA 16 Lack of the education or training on the use of
BIM, whether in the university or any
governmental or private training centers
0.61
Component/ Factor Two: Organization-wide resistance to change workflows
BA 8 Lack of the financial ability for the small firms
to start a new workflow that is necessary for
the adoption of BIM effectively
0.80
126
Table (4.20): Results of factor analysis for BIM barriers
No. BIM barrier factors (Components)
Fac
tor
load
ing
Eig
env
alues
%var
ian
ce
exp
lain
ed
Cro
nbac
h's
Alp
ha
(Cα
)
BA 7 Resistance by companies and institutions for
any change can occur in the workflow system
and the refusal of adopting a new technology
0.75
1.59
9.95
0.82
BA 9 Companies prefer focusing on projects (under
working/ construction) rather than considering,
evaluating, and implementing BIM
0.74
BA 10 Difficulty of finding project stakeholders with
the required competence to participate in
applying BIM
0.65
Component/ Factor Three: Lack of knowledge about BIM and cost of implementing
BA 2 Lack of the awareness of BIM by stakeholders 0.85
1.57
9.78
0.80
BA 3 Lack of knowledge of how to apply BIM
software
0.83
BA 1 Necessary high costs to buy BIM software and
costs of the necessary hardware updates
0.66
BA 5 Lack of the awareness of the benefits that BIM
can bring to Engineering offices, companies,
and projects
0.61
Component/ Factor Four: Cultural barriers toward adopting new technology and training
requirements
BA 17 The unwillingness of Architects/ Engineers to
learn new applications because of their
educational culture and their bias toward the
programs they are dealing with
0.85
1.18
7.40 0.69
BA 18 Reluctance to train Architects/ Engineers due
to the costly training requirements in terms of
time and money
0.72
4.6.2.2 The extracted factors
The next section will interpret and discuss each of the extracted components (factors) as
follows:
Factor 1: Lack of BIM interest
The first factor named Lack of BIM interest explains 41.70% of the total variance and
contains six items/ variables. The majority of items/ variables had relatively high factor
loadings (≥ 0.61). The six items/ variables are as follows:
1. Lack of demand and disinterest from clients regarding with using BIM
technology in design and construction of the project (BA 12), with a factor
loading = 0.81.
2. Lack of the real cases in Gaza strip or other nearby areas in the region that
have been implemented by using BIM and have proved positive return of
investment (BA 13), with a factor loading = 0.78.
3. Lack of the governmental regulations for full support the implementation of BIM
(BA 11), with a factor loading = 0.74.
127
4. Lack of interest in Gaza strip to pursue the condition of the building over the life
after completion of implementation stage (BA 14), with a factor loading = 0.72.
5. Lack of Architects/ Engineers skilled in the use of BIM programs (BA 15), with
a factor loading = 0.72.
6. Lack of the education or training on the use of BIM, whether in the university or
any governmental or private training centers (BA 16), with a factor loading =
0.61.
The name of this factor has been chosen according to the correlations between these six
items/ variables. Interest is a feeling that causes attention to focus on an object, event, or
process. The absence of interest in BIM has a powerful effect on non-adoption it in the
AEC industry in Gaza strip. The adoption of BIM has been tightly connected with the
interested individuals (Lindblad, 2013). Thus; the primary reason for not using BIM is
the fact that clients and other project team members did not request to use BIM.
Moreover, if one member of a project team is using BIM while the others continue
doing things the old way, there will be a limited benefit (Khosrowshahi and Arayici,
2012; Löf and Kojadinovic, 2012; Crowley, 2013; Aibinu and Venkatesh, 2014). To
make the investment worthwhile, someone has to break the stalemate. That someone is
often the government. But there is an apparent absence of the government lead and
direction to promote the use of BIM and develop the appropriate technical skills
amongst firms of the AEC industry in Gaza strip. Studies of Ku and Taiebat (2011);
Lahdou and Zetterman (2011); Weygant (2011); Mitchell and Lambert (2013); Aibinu
and Venkatesh (2014) pointed out to the Lack of the governmental regulations to fully
support the implementation of BIM as a substantial barrier to BIM adoption. The lack of
the real cases that have been implemented by using BIM in Gaza strip or other nearby
areas in the region is also an important reason for the lack of encouragement to adopt
BIM. As shown from the results, the item/ variable with the highest loading of this first
factor (component) is ―Lack of demand and disinterest from clients regarding with
using BIM technology in design and construction of the project‖ (BA 12), and the item/
variable with the lowest loading of this first factor (component) is “Lack of the
education or training on the use of BIM, whether in the university or any governmental
or private training centers‖ (BA 16).
―Lack of demand and disinterest from clients regarding with using BIM technology in
design and construction of the project‖ (BA 12), the highest item/ variable, with a factor
loading of 0.81 can be a high barrier to BIM adoption in the AEC industry in Gaza strip.
One of the problems in developing BIM models is the client. The project owner/ client
might be not interested in BIM, or not aware of BIM, or not capable of handling BIM
models. Clients demand can play a vital role in driving practices to make progress
towards BIM. Low client demand is a result of the lack of knowledge of BIM or even
uncertainties regarding BIM for certain benefits. Clients are missing out on the benefits
of BIM (Tse et al., 2005; Gu et al., 2008; Keegan, 2010; Kjartansdóttir, 2011;
Khosrowshahi and Arayici, 2012; Löf and Kojadinovic, 2012; Crowley, 2013;
Lindblad, 2013; Aibinu and Venkatesh, 2014). Some respondents stated that they will
use BIM if there is a requirement from clients (especially clients of huge projects). The
NBS National BIM Report 2013 identified the top five reasons cited by those
organizations that haven‘t yet made the move to adopt BIM, and the first barrier was
that there is no client demand (NBS, 2013).
128
“Lack of the education or training on the use of BIM, whether in the university or any
governmental or private training centers” (BA 16), the lowest item/ variable, with a
factor loading of 0.61 can play a fundamental role in not adopting BIM in the AEC
industry in Gaza strip. There is a lack of BIM integration within the existing education
and training services in Gaza strip, while some universities around the world are
offering courses for various BIM applications. The Architectural and Engineering
education usually reflects the needs of the work market. BIM is not just another CAD; it
is the shift from presenting information about the building to representing this
information. Crowley (2013) pointed out in his study to the importance of the education
and training of BIM for AEC industry.
Factor 2: Organization-wide resistance to change workflows
The second factor named Organization-wide resistance to change workflows explains
9.95% of the total variance and contains four items/ variables. The majority of items/
variables had relatively high factor loadings (≥ 0.65). The four items/ variables are as
follows:
1. Lack of the financial ability for the small firms to start a new workflow that is
necessary for the adoption of BIM effectively (BA 8), with a factor loading =
0.80.
2. Resistance by companies and institutions for any change can occur in the
workflow system and the refusal of adopting a new technology (BA 7), with a
factor loading = 0.75.
3. Companies prefer focusing on projects (under working/ construction) rather
than considering, evaluating, and implementing BIM (BA 9), with a factor
loading = 0.74.
4. Difficulty of finding project stakeholders with the required competence to
participate in applying BIM (BA 10), with a factor loading = 0.65.
The name of this factor has been chosen according to the correlations between these
four items/ variables. Adoption of BIM requires changing the traditional work practice
(Davidson, 2009; Arayici et al., 2009; Gu and London, 2010). In contrast, organization-
wide resistance regarding the need for investment in infrastructure, training, and new
software tools would be a major factor that affects BIM adoption in the AEC industry in
Gaza strip. Designers, developers, contractors and construction managers all also tend to
focus on their area and protect their interests in the building process, which leads to the
presence of a fragmented industry (Johnson and Laepple, 2003). The culture of
implementation decides the effectiveness of a new concept. For incorporating BIM, an
open-minded culture is required. In the construction industry, where project managers
spend most of the time on-site, they have the liberty to work in their way. In the case of
BIM, however, these project managers need to adhere to strict guidelines and processes.
Therefore, there is resistance to change. Successful BIM adoption is not all about
software; it‘s also about organizational change. In other words, for successful BIM
adoption, organizations must develop and manage their workflows for different tasks
during all phases of the project lifecycle. An organization must look internally to
understand their operating systems and identify how BIM can add value to their daily
activities (Davidson, 2009; Arayici et al., 2005; Gu et al., 2008; Yan and Damian, 2008;
Arayici et al., 2009; Becerik-Gerber et al., 2011; Gu and London, 2010; Khosrowshahi
and Arayici, 2012). As shown from the results, the item/ variable with the highest
loading of this first factor (component) is ―Lack of the financial ability for the small
firms to start a new workflow that is necessary for the adoption of BIM effectively‖ (BA
129
8), and the item/ variable with the lowest loading of this first factor (component) is
―Difficulty of finding project stakeholders with the required competence to participate
in applying BIM‖ (BA 10).
“Lack of the financial ability for the small firms to start a new workflow that is
necessary for the adoption of BIM effectively” (BA 8), the highest item/ variable, with a
factor loading of 0.80 is a roadblock in BIM adoption in the AEC industry in Gaza strip.
And what proves to be a barrier to BIM adoption is the price of the software and
incompatibility with other software. As passed in the previous studies, Arayici et al.
(2009); Khosrowshahi and Arayici (2012); Elmualim and Gilder (2013); Thurairajah
and Goucher (2013); and Aibinu and Venkatesh (2014) pointed to the strength of this
barrier to BIM adoption. Last but not the least, the company that is implementing BIM
has to change the work process. For making necessary changes in the process, a cost
will be incurred. So, companies (especially, small companies) are more worried about
the expenses that follow after the implementation of BIM. But, BIM needs to be seen
from the perspective of the value added. The implementation of BIM software can cause
a sea change in the way the AEC firm functions, but the long term benefits are
irrefutable.
“Difficulty of finding project stakeholders with the required competence to participate
in applying BIM” (BA 10), the lowest item/ variable, with a factor loading of 0.65 can
be a roadblock in BIM adoption in the AEC industry in Gaza strip. As it turns out
previously, the results of objective 1 of the study indicated that the level of knowledge
regarding BIM in the AEC industry in Gaza strip is very low; and the lack of cohesion
among stakeholders makes it difficult to improve the knowledge level. Firms and
disciplines are also working separately and interacting only through the exchange of
construction documents. If one member of a project team is using BIM while the others
continue doing things the old way, there will be a limited benefit. BIM both enables and
requires tighter integration among disciplines and companies. They must work together
as one. Lahdou and Zetterman (2011) said that the utilization of BIM goes hand in hand
with a new method that allows more partnering like relationships among stakeholders.
These collaborative relationships can create more cohesion among stakeholders, thus
making it easier to work together towards a common goal of implementing BIM. In
other words, collaboration from all different stakeholders needs for BIM to be
successful; to insert, extract, update or modify information in the BIM model at the
various stages of the facilities life-cycle (Sebastian, 2011).
Factor 3: Lack of knowledge about BIM and cost of implementing
The third factor named Lack of knowledge about BIM and cost of implementing explains
9.78% of the total variance and contains four items. The majority of items/ variables had
relatively high factor loadings (≥ 0.61). The four items/ variables are as follows:
1. Lack of the awareness of BIM by stakeholders (BA 2), with a factor loading =
0.85.
2. Lack of knowledge of how to apply BIM software (BA 3), with a factor loading =
0.83.
3. Necessary high costs to buy BIM software and costs of the necessary hardware
updates (BA 1), with a factor loading = 0.66.
4. Lack of the awareness of the benefits that BIM can bring to Engineering offices,
companies, and projects (BA 5), with a factor loading = 0.61.
130
The name of this factor has been chosen according to the correlations between these
four items/ variables. There is a pressing demand for improved awareness and
understanding of BIM across the AEC industry, according to many studies related to
BIM. Lack of knowledge regarding BIM has led to a slow uptake of this technology and
ineffective management of adoption (Mitchell and Lambert, 2013; NBS, 2013). There is
a significant lack of understanding of BIM (the core concepts of BIM) and its practical
applications throughout the life of projects. There is also a lack of technical skills that
professionals need to have for using the BIM software as well as the lack of knowledge
of how to implement the BIM software to be helpful in construction processes.
According to that, it is clear that there is a significant need for BIM education and
training. On the other hand; companies are worried about the costs of implementation of
BIM. There are several examples of the high costs that are required to implement BIM,
such as (1) software licensing; (2) the costs to improve server capacity to suit having
such a high IT requirements; (3) ongoing maintenance fee; (4) the cost of the proper
creation of a building model; and (5) the costs of training (Keegan, 2010; Aibinu and
Venkatesh, 2013). As shown from the results, the item/ variable with the highest loading
of this first factor (component) is ―Lack of the awareness of BIM by stakeholders‖ (BA
2), and the item/ variable with the lowest loading of this first factor (component) is
―Lack of the awareness of the benefits that BIM can bring to Engineering offices,
companies, and projects‖ (BA 5).
“Lack of the awareness of BIM by stakeholders” (BA 2), the highest item/ variable,
with a factor loading of 0.85 is an adamant barrier to adopting BIM in the AEC industry
in Gaza strip. As it turns out previously, the results of objective 1 indicated that the level
of knowledge regarding BIM in the AEC industry in Gaza strip is very low. This barrier
was mentioned in the literature review as a very high barrier to BIM adoption according
to the studies of Kassem et al. (2012), and Löf and Kojadinovic (2012) in the UK and
Sweden. Thurairajah and Goucher (2013) also claimed that there is an overall lack of
knowledge and understanding of what BIM is in the UK despite there are some
destinations have adopted BIM in their work. The same result was shown in Australia
by Newton and Chileshe (2012), and Mitchell and Lambert (2013), where they said that
people in Australia suffer from a lack of knowledge about BIM and its distinctive
capabilities in the field of construction industry.
“Lack of the awareness of the benefits that BIM can bring to Engineering offices,
companies, and projects” (BA 5), the lowest item/ variable, with a factor loading of
0.61 can be a roadblock in BIM adoption in the AEC industry in Gaza strip. This
barrier was mentioned in the literature review as a strong BIM barrier according to the
studies of Arayici et al. (2009), Kassem et al. (2012), Khosrowshahi and Arayici
(2012), Aibinu and Venkatesh (2013), and Elmualim and Gilder (2013). The
professionals in the AEC industry display a degree of hesitancy in implementing BIM
on a project because of the lack of knowledge about BIM and its distinctive capabilities
in the field of construction industry, where BIM benefits are still often misunderstood or
not known to those not use it in their works (Löf and Kojadinovic, 2012; Mitchell and
Lambert, 2013).
131
Factor 4: Cultural barriers toward adopting new technology and training
requirements
The fourth factor named Cultural barriers toward adopting new technology and
training requirements explains 7.40 % of the total variance and contains two items/
variables. The two items/ variables had relatively high factor loadings (≥ 0.72).
1. The unwillingness of Architects/ Engineers to learn new applications because of
their educational culture and their bias toward the programs they are dealing
with (BA 17), with a factor loading = 0.85.
2. Reluctance to train Architects/ Engineers due to the costly training requirements
in terms of time and money (BA 18), with a factor loading = 0.72.
The name of the factor has been chosen according to the correlations between these two
items/ variables under this factor. As mentioned before, the culture of implementation
decides the effectiveness of a new concept. For incorporating BIM, an open-minded
culture is required. In the AEC industry, Architects/ Engineers used to the use of certain
programs, and they have the liberty to work in their way. In the case of BIM, however,
these Architects/ Engineers need to learn new programs regarding BIM software and
adhere to strict guidelines and hence, there is a resistance to change their way of
working (Arayici et al., 2005; Yan and Damian, 2008; Arayici et al., 2009; Becerik-
Gerber et al., 2011; Gu and London, 2010; Khosrowshahi and Arayici, 2012). On the
other hand, most companies are believed that the training for BIM would be too costly
and needs much time. Therefore, there is a reluctance to train the Architects and
Engineers (Arayici et al., 2009; Becerik-Gerber et al., 2011; Khosrowshahi and Arayici,
2012; Elmualim and Gilder, 2013). As shown from results, the item/ variable with the
higher loading of this first factor (component) is ―The unwillingness of Architects/
Engineers to learn new applications because of their educational culture and their bias
toward the programs they are dealing with” (BA 17), and the item/ variable with the
lower loading of this first factor (component) is “Reluctance to train Architects/
Engineers due to the costly training requirements in terms of time and money” (BA 18).
“The unwillingness of Architects/ Engineers to learn new applications because of their
educational culture and their bias toward the programs they are dealing with” (BA 17)
is the higher item/ variable of factor 4 with a factor loading of 0.85. When adopting
BIM, it is vital that the individuals are sufficiently trained in the use of the new
technology for them to be able to contribute to the changing work environment
(Aranda-Mena et al., 2007; Gu et al., 2008). The unwillingness to learn BIM may be
due to several reasons, including (1) Architects and Engineers think that BIM is a
complex and delicate system; (2) Architects and Engineers prefer to keep using the
traditional programs and refuse to learn any new programs, especially if they use those
traditional programs for a long time; (3) in sometimes, the age of the Architects and
Engineers plays a role regarding their acceptance to learn new applications; or (4)
maybe they don‘t have enough time to learn new applications. This barrier was
mentioned in the literature review as one of the significant barriers to BIM adoption
according to the studies of Davidson (2009); Arayici et al. (2005); Gu et al. (2008); Yan
and Damian (2008); Arayici et al. (2009); Becerik-Gerber et al. (2011); Gu and London
(2010); Khosrowshahi and Arayici (2012).
132
“Reluctance to train Architects/ Engineers due to the costly training requirements in
terms of time and money” (BA 18) is the lower item/ variable of factor 4 with a factor
loading of 0.72. Yan and Damian (2008) revealed that most companies in their study
who did not use BIM are believed that the training for BIM would be too costly in terms
of time and money. McGraw-Hill Construction (2009) and Löf and Kojadinovic (2012)
emphasized that the required time for training to work efficiently with BIM is one of the
main challenges to adopting BIM. While, Kaner et al., (2008); Keegan (2010); and
Aibinu and Venkatesh (2013) agreed that the required initial costs for training of the
individuals to be able to deal with BIM are very high, and this is the primary challenge
to adopt BIM in the AEC industry.
4.7 Test of research hypotheses
Some hypotheses have been put to study relations between some variables to support
BIM adoption in the AEC industry in Gaza Strip. According to Figure (4.13), five
hypotheses were tested through applying the Pearson product-moment correlation
coefficient (Pearson's correlation coefficient). The Pearson's correlation coefficient was
used to measure the strength and direction of the relationship (linear association/
correlation) between two quantitative variables, where the value (r = 1) means a perfect
positive correlation and the value (r = -1) means a perfect negative correlation. Each
hypothesis was tested separately. The four variables in Figure (4.13) represent parts of
the questionnaire, where the questionnaire was built from the following five parts:
Part one: is related to the respondent’s demographic data and the way of work
performance.
Part two: to assess the awareness level of BIM by professionals in the AEC industry
in Gaza strip.
Part three: to investigate the importance of BIM functions in the AEC industry in
Gaza strip.
Part four: to investigate the value of BIM benefits in the AEC industry in Gaza
strip.
Part five: to investigate the BIM barriers in the AEC industry in Gaza strip.
133
Figure (4.13): Hypotheses model (Source: The researcher, 2015)
4.7.1 The correlation between the awareness level of BIM and BIM barriers
To test the hypothesis, the Pearson's correlation coefficient was used to measure the
strength and the direction of the relationship (linear association/ correlation) between
“The awareness level of BIM by the professionals” and “BIM barriers in the AEC
industry in Gaza strip.” According to the results of the test that shown in Table (4.21),
―The awareness level of BIM by the professionals‖ is negatively related to ―BIM
barriers in the AEC industry in Gaza strip‖, with a Pearson correlation coefficient of (r
= -0.79) and the significance value is less than 0.05 (P-value < 0.05), and thus the
relationship is statistically significant at α ≤ 0.05 (as indicated by the double asterisk
after the coefficient). Consequently, the hypothesis H1 is accepted.
The closer (r) is to +1, the stronger the positive correlation, while the closer (r) is to -1,
the stronger the negative correlation. According to that, it can be said that the
relationship between ―The awareness level of BIM by the professionals‖ and ―BIM
barriers in the AEC industry in Gaza strip‖ is a strong negative relationship because (r
= -0.79). This result means, when one variable increases in the value, the second
variable decreases in the value. In other words, increasing the awareness level of BIM
by the professionals will reduce BIM barriers in the AEC industry in Gaza strip.
BIM barriers
The importance of BIM functions
The awareness level of BIM by the professionals
The value of
BIM benefits
H1: There is an inverse relationship, statistically significant at α ≤ 0.05, between the
awareness level of BIM by the professionals and BIM barriers in the AEC industry in
Gaza strip.
HI
H5 H4
H3 H2
134
As it turns out previously in this chapter, the results indicated that the level of
knowledge regarding BIM by the professionals in the AEC industry in Gaza strip is very
low. The results also showed that the lack of knowledge of BIM is a strong BIM barrier
in the AEC industry in Gaza strip. The lack of knowledge regarding BIM has led to a
slow uptake of this technology and ineffective management of adoption (Mitchell and
Lambert, 2013; NBS, 2013).
Table (4.21): The correlation coefficient between the awareness level of
BIM by the professionals and BIM barriers in the AEC industry in Gaza
strip
Field Statistic
BIM barriers
in the AEC
industry in Gaza
strip
The awareness level of
BIM by the professionals
in the AEC industry in
Gaza strip
Pearson correlation (r) -0.79**
P-value
Sig. (2-tailed) 0.00
N 270
**. Correlation is significant at the 0.01 level (2-tailed).
4.7.2 The correlation between the importance of BIM functions and BIM barriers
To test the hypothesis, the Pearson's correlation coefficient was used to measure the
strength and the direction of the relationship (linear association/ correlation) between
―the importance of BIM functions‖ and ―BIM barriers in the AEC industry in Gaza
strip.‖ According to the results of the test that shown in Table (4.22), ―the importance of
BIM functions‖ is negatively related to ―BIM barriers in the AEC industry in Gaza
strip‖ with a Pearson correlation coefficient of (r = -0.36) and the significance value is
less than 0.05 (P-value < 0.05), and thus the relationship is statistically significant at α ≤
0.05 (as indicated by the double asterisk after the coefficient). Consequently, the
hypothesis H2 is accepted.
The closer (r) is to +1, the stronger the positive correlation, while the closer (r) is to -1,
the stronger the negative correlation. According to that, it can be said that the
relationship between ―the importance of BIM functions‖ and ―BIM barriers in the AEC
industry in Gaza strip‖ is an intermediate negative relationship because (r = -0.36). This
result means, when one variable increases in the value, the second variable decreases in
the value. In other words, when the importance as well the need of BIM functions
increases for the professionals in the AEC industry in Gaza strip, this will reduce
barriers to BIM adoption in the AEC industry in Gaza strip.
As it turns out previously in this chapter, the results indicated that the BIM functions are
significantly important for the professionals in the AEC industry in Gaza strip. BIM has
a broad range of the application in the design; construction; and operation process. BIM
is transforming the way Architects, Engineers, contractors, and other building
professionals work in the industry today (Baldwin, 2012; Mandhar and Mandhar, 2013).
H2: There is an inverse relationship, statistically significant at α ≤ 0.05, between the
importance of BIM functions and BIM barriers in the AEC industry in Gaza strip.
135
Table (4.22): The correlation coefficient between the importance of
BIM functions and BIM barriers in the AEC industry in Gaza strip
Field Statistic
BIM barriers
in the AEC industry
in Gaza strip
The importance
of BIM functions
Pearson correlation (r) -0.36**
P-value
(Sig.) (2-tailed) 0.00
Sample size (N) 270 **. Correlation is significant at the 0.01 level (2-tailed).
4.7.3 The correlation between the value of BIM benefits and BIM barriers
To test the hypothesis, the Pearson's correlation coefficient was used to measure the
strength and the direction of the relationship (linear association/ correlation) between
―The value of BIM benefits‖ and ―BIM barriers in the AEC industry in Gaza strip.‖ According to the results of the test that shown in Table (4.23), ―The value of BIM
benefits‖ is negatively related to ―BIM barriers in the AEC industry in Gaza strip‖, with
a Pearson correlation coefficient of (r = -0.34) and the significance value is less than
0.05 (P-value < 0.05), and thus the relationship is statistically significant at α ≤ 0.05 (as
indicated by the double asterisk after the coefficient). Consequently, the hypothesis H3
is accepted.
The closer (r) is to +1, the stronger the positive correlation, while the closer (r) is to -1,
the stronger the negative correlation. According to that, it can be said that the
relationship between ―the value of BIM benefits‖ and ―BIM barriers in the AEC industry
in Gaza strip‖ is an intermediate negative relationship because (r = -0.34). This result
means, when one variable increases in the value, the second variable decreases in the
value. In other words, when the value of BIM benefits increases for the professionals in
the AEC industry in Gaza strip, this will reduce barriers to BIM adoption in the AEC
industry in Gaza strip.
As it turns out previously in this chapter, the results indicated that the BIM benefits are
significantly valuable for the professionals in the AEC industry in Gaza strip. The use of
BIM can increase the value of a building, shorten the project duration, provide reliable
cost estimates, produce market-ready facilities, and optimize facility management and
maintenance (Eastman et al., 2011; Aibinu and Venkatesh, 2013).
Table (4.23): The correlation coefficient between the value of BIM
benefits and BIM barriers in the AEC industry in Gaza strip
Field Statistic
BIM barriers in the
AEC industry
in Gaza strip
The value of
BIM benefits
Pearson correlation (r) -0.34**
P-value
(Sig.) (2-tailed) 0.00
Sample size (N) 270 **. Correlation is significant at the 0.01 level (2-tailed).
H3: There is an inverse relationship, statistically significant at α ≤ 0.05, between the
value of BIM benefits and BIM barriers in the AEC industry in Gaza strip.
136
4.7.4 The correlation between the awareness level of BIM by the professionals and
the importance of BIM functions
To test the hypothesis, the Pearson's correlation coefficient was used to measure the
strength and the direction of the relationship (linear association/ correlation) between
―the awareness level of BIM by the professionals‖ and ―the importance of BIM
functions.‖ According to the results of the test that shown in Table (4.24), ―the
awareness level of BIM by the professionals‖ is positively related to ―the importance of
BIM functions”, with a Pearson correlation coefficient of (r = 0.58) and the significance
value is less than 0.05 (P-value < 0.05), and thus the relationship is statistically
significant at α ≤ 0.05 (as indicated by the double asterisk after the coefficient).
Consequently, the hypothesis H4 is accepted.
The closer (r) is to +1, the stronger the positive correlation, while the closer (r) is to -1,
the stronger the negative correlation. According to that, it can be said that the
relationship between ―the awareness level of BIM by the professionals‖ and ―the
importance of BIM functions‖ is an intermediate positive relationship because (r =
0.58). This result means, when one variable increases in the value, the second variable
also increases in the value.
In other words, increasing the awareness level of BIM by the professionals will increase
the importance of BIM functions for the professionals in the AEC industry in Gaza
strip. As it turns out in the previous results in this chapter, there is a large lack of
understanding of BIM (the core concepts of BIM) and its practical applications
throughout the lifecycle of projects by the professionals in the AEC industry in Gaza
strip.
Table (4.24): The correlation coefficient between the awareness level of BIM
by the professionals in the AEC industry in Gaza strip and the importance of
BIM functions
Field Statistic Importance of BIM
functions
The awareness level of
BIM by the professionals
in the AEC industry in
Gaza strip
Pearson correlation (r) 0.58**
P-value
(Sig.) (2-tailed) 0.00
Sample size (N) 270 **. Correlation is significant at the 0.01 level (2-tailed).
H4: There is a positive relationship, statistically significant at α ≤ 0.05, between the
awareness level of BIM by the professionals and the importance of BIM functions in
the AEC industry in Gaza strip.
137
4.7.5 The correlation between the awareness level of BIM by the professionals and
the value of BIM benefits
To test the hypothesis, the Pearson's correlation coefficient was used to measure the
strength and the direction of the relationship (linear association/ correlation) between
―the awareness level of BIM by the professionals‖ and ―the value of BIM benefits.‖
According to the results of the test that shown in Table (4.25), ―the awareness level of
BIM by the professionals‖ is positively related to ―the value of BIM benefits”, with a
Pearson correlation coefficient of r = 0.52 and the significance value is less than 0.05
(P-value < 0.05), and thus the relationship is statistically significant at α ≤ 0.05 (as
indicated by the double asterisk after the coefficient). Consequently, the hypothesis H5
is accepted.
The closer (r) is to +1, the stronger the positive correlation, while the closer (r) is to -1,
the stronger the negative correlation. According to that, it can be said that the
relationship between ―the awareness level of BIM by the professionals‖ and ―the value
of BIM benefits‖ is an intermediate positive correlation because (r = 0.52). This result
means, when one variable increases in the value, the second variable also increases in
the value.
In other words, increasing the awareness level of BIM by the professionals will enhance
the value of BIM benefits for the professionals in the AEC industry in Gaza strip. As it
turns out in the previous results in this chapter, there is a tremendous lack of knowledge
about BIM and its unique capabilities by the professionals in the AEC industry in Gaza
strip.
Table (4.25): The correlation coefficient between the awareness level
of BIM by the professionals in the AEC industry in Gaza strip and the
value of BIM benefits
Field Statistic Value of
BIM benefits
The awareness level
of BIM by the
professionals in the
AEC industry in Gaza
strip
Pearson correlation (r) 0.52**
P-value
(Sig.) (2-tailed)
0.00
Sample size (N) 270
**. Correlation is significant at the 0.01 level (2-tailed).
H5: There is a positive relationship, statistically significant at α ≤ 0.05, between the
awareness level of BIM by the professionals and the value of BIM benefits in the
AEC industry in Gaza strip.
138
4.7.6 Hypothesis related to respondents’ profiles (respondents analysis)
This hypothesis was to analyze the differences in the opinions of the respondents toward
the investigation into BIM application in the AEC industry in Gaza strip due to many
things. These things are (1) the gender, (2) the educational qualification, (3) the study
place, (4) the specialization, (5) the nature of the workplace, (6) the location of the
workplace, (7) the current field/ the present job, and (8) the years of the experience.
Independent samples t-test and One-way Analysis of Variance (ANOVA) test were used
to find whether there were statistically significant differences between opinions of
respondents or not. Scheffé's method (multiple-comparison procedure) was also used.
All used tests are parametric tests based on the normal distribution.
4.7.6.1 An analysis taking into account the gender
Independent samples t-test provides a statistical test of whether the Means of two
groups are equal or not. The critical value of t = 1.97, where the degree of freedom (df)
= [N-2] = [270-2] = 268 (N is the sample size) at significance (probability) level (α) =
0.05 (Field, 2009; Weiers, 2011). And therefore, Independent samples t-test was used to
test the differences among the opinions of the respondents taking into account their
gender (male, and female).
As shown in Table (4.26), the P-value for the Levene‘s test is greater than 0.05 in each
field and all fields together. Thus, the variances of the two groups (male, and female)
are not significantly different (the groups are homogeneous). In addition, according to
the results of the Independent samples t-test as shown in Table (4.26), the significance
values for each field and all fields together are not significant (P-value > 0.05). The
absolute values of t-test for each field and all fields together are also less than the
critical value of t (1.97).
Thus, there are no statistically significant differences attributed to the gender of the
respondents at the level of α ≤ 0.05 between the Means of their views on the subject of
the investigation into BIM application in the AEC industry in Gaza strip.
Table (4.26): Results of Independent samples t-test regarding the gender of the
respondents
Field
Levene's test for
equality of
variances
t- t
est
P-v
alu
e
Mean
F P-value
(Sig.)
Male
(N=222)
Female
(N=48)
The awareness level of
BIM by the professionals 3.11 0.08 -0.31 0.76 1.82 1.86
The importance of BIM
functions 0.04 0.84 -1.04 0.30 3.61 3.73
H6: There are statistically significant differences attributed to the demographic data
of the respondents and the way of their work at the level of α ≤ 0.05 between the
averages of their views on the subject of the application of BIM in the AEC industry
in Gaza strip.
139
Table (4.26): Results of Independent samples t-test regarding the gender of the
respondents
Field
Levene's test for
equality of
variances
t- t
est
P-v
alu
e
Mean
F P-value
(Sig.)
Male
(N=222)
Female
(N=48)
The value of BIM benefits 0.03 0.86
-1.35 0.18 3.58 3.72
The strength of BIM barriers 0.28 0.60
-1.10 0.27 3.57 3.69
All fields 0.07 0.80 -1.41 0.16 3.35 3.47
Critical value of t: at degree of freedom (df) = [N-2] = [270-2] = 268 and at significance
(Probability) level 0.05 equals “1.97”.
*. The Mean difference is significant at the 0.05 level
4.7.6.2 An analysis taking into account the educational qualification
One-way Analysis of Variance (ANOVA)/ (F-test) provides a parametric statistical test
of whether the Means of several groups (more than two) are equal or not (by using the
F-ratio). The critical value of F at degree of freedom (df) = [(K-1), (N-K)] at the
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011). And therefore,
One-way ANOVA was used to test the differences among the opinions of the
respondents taking into account their educational qualification (Bachelor, Master, or
PhD).
According to the results of the test, as shown in Table (4.27), the P-value for the
Levene‘s test is greater than 0.05 in each field of the four fields as well as all fields
together. Thus, the variances of the groups are not significantly different (the groups are
homogeneous). Regarding F-test, the significance values for each field of the four fields
as well as all fields together are not significant (P-value > 0.05). The values of F-test in
each field of the four fields as well as all fields together are also less than the critical
value of F (3.03).
Thus, there are no statistically significant differences attributed to the educational
qualification of the respondents at the level of α ≤ 0.05 between the Means of their
views on the subject of the investigation into BIM application in the AEC industry in
Gaza strip.
Table (4.27): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
educational qualification of the respondents
Field
Test of
homogeneity of
variances
F-
test
P-v
alu
e
(Sig
.)
Mean
Levene
Statistic
P-
value
(Sig.)
Bachelor
(N=195)
Master
(N=71)
PhD
(N=4)
The awareness level of
BIM by the professionals 2.17 0.12 1.62 0.20 1.78 1.97 1.86
The importance of BIM
functions 0.30 0.74 2.32 0.10 3.58 3.78 3.70
140
Table (4.27): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
educational qualification of the respondents
Field
Test of
homogeneity of
variances
F-
test
P-v
alu
e
(Sig
.)
Mean
Levene
Statistic
P-
value
(Sig.)
Bachelor
(N=195)
Master
(N=71)
PhD
(N=4)
The value of BIM
benefits 0.91 0.40 1.27 0.28 3.57 3.69 3.88
The strength of BIM
barriers 0.87 0.42 0.41 0.66 3.57 3.64 3.43
All fields 0.76 0.47 1.93 0.15 3.34 3.48 3.46
Critical value of F: at degree of freedom (df) = [(K-1), (N-K)] = [(3-1), (270-2)] = [2,267] and at
significance (Probability) level 0.05 equals “3.03”.
*. The Mean difference is significant at the 0.05 level.
4.7.6.3 An analysis taking into account the study place
One-way Analysis of Variance (ANOVA)/ (F-test) provides a parametric statistical test
of whether the Means of several groups (more than two) are equal or not (by using the
F-ratio). The critical value of F at degree of freedom (df) = [(K-1), (N-K)] at the
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011). And therefore,
One-way ANOVA was used to test the differences among the opinions of the
respondents taking into account their study place (Gaza strip, the West Bank, or outside
Palestine).
According to the results of the test, as shown in Table (4.28), the P-value for the
Levene‘s test is greater than 0.05 in each field of the four fields as well as all fields
together. Thus, the variances of the groups are not significantly different (the groups are
homogeneous). Regarding F-test, the significance values for the second field (the
importance of BIM functions), as well as all fields together, are significant (P-value <
0.05). The values of F-test for the second field and all fields together are also greater
than the critical value of F (3.03).
Thus, there are statistically significant differences attributed to the study place of the
respondents at the level of α ≤ 0.05 between the Means of their views on the subject of
―the importance of BIM functions‖ as well as the subject of ―the investigation into BIM
application in the AEC industry in Gaza strip.‖
And therefore, Scheffe test was used for multiple comparisons between the Means of
the opinions of the respondents taking into account their study place (Field, 2009;
Weiers, 2011). According to the results of the test as shown in Table (4.29), there is a
difference between the averages of the opinions of the respondents who studied ―outside
Palestine,‖ and the respondents who studied in ―Gaza strip‖ about the field of ―the
importance of BIM functions‖ in favor of the respondents who studied ―outside
Palestine.‖
Table (4.30) shows that there is a difference in all fields of the subject of ―the
investigation into BIM application in the AEC industry in Gaza strip.‖ The difference
here is also between the Means of the opinions of the respondents who studied in
141
―outside Palestine,‖ and the respondents who studied in ―Gaza strip‖ in favor of the
respondents who studied in ―outside Palestine.‖
Table (4.28): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the study
place of the respondents
Field
Test of
homogeneity of
variances
F -
tes
t P
-val
ue
(Sig
.)
Mean
Levene
statistic
P-value
(Sig.)
Gaza
strip
(N=196)
The
West
Bank
(N=9)
Outside
Palestine
(N=65)
The awareness level of
BIM by the professionals 0.81 0.45
2.73 0.07 1.77 2.15 1.97
The importance of BIM
functions 1.57 0.21 3.46 0.03 3.57 3.69 3.82
The value of BIM benefits 1.67 0.19 2.10 0.12 3.55 3.71 3.74
The strength of BIM
barriers 0.34 0.71 0.93 0.39 3.56 3.74 3.67
All fields 0.76 0.47 3.63 0.03 3.32 3.51 3.51
Critical value of F: at degree of freedom (df) = [(K-1), (N-K)] = [(3-1), (270-2)] = [2,267] and at
significance (Probability) level 0.05 equals “3.03”.
*. The Mean difference is significant at the 0.05 level.
Table (4.29): Results of Scheffe test for multiple comparisons due to the
study place of the respondents for the field of “The importance of BIM
functions”
Mean difference Gaza strip The West Bank Outside
Palestine
Gaza strip -0.13 -0.26*
The West Bank 0.13 -0.13
Outside Palestine 0.26* 0.13
Table (4.30): Results of Scheffe test for multiple comparisons due to the
study place of the respondents for all the fields of “the investigation into
BIM application in the AEC industry in Gaza strip”
Mean difference Gaza strip The West Bank Outside
Palestine
Gaza strip -0.19 -0.19*
The West Bank 0.19 0.00
Outside Palestine 0.19* 0.00
4.7.6.4 An analysis taking into account the specialization
One-way Analysis of Variance (ANOVA)/ (F-test) provides a parametric statistical test
of whether the Means of several groups (more than two) are equal or not (by using the
F-ratio). The critical value of F at degree of freedom (df) = [(K-1), (N-K)] at
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011). And therefore,
One-way ANOVA was used to test the differences among the opinions of the
respondents taking into account their specialization (Architect, Civil Engineer,
142
Electrical Engineer, Mechanical Engineer, or any other related specialization in the
AEC industry).
According to the results of the test, as shown in Table (4.31), the P-value for the
Levene‘s test is greater than 0.05 in each field of the four fields as well as all fields
together. Thus, the variances of the groups are not significantly different (the groups are
homogeneous). Regarding F-test, the significance values for the first field (the
awareness level of BIM by the professionals) as well as the fields together are
significant (P-value < 0.05). The values of F-test for the first field and all fields together
are also greater than the critical value of F (2.41).
Thus, there are statistically significant differences attributed to the study place of the
respondents at the level of α ≤ 0.05 between the Means of their views about ―the
awareness level of BIM by the professionals‖ as well as the subject of ―the investigation
into BIM application in the AEC industry in Gaza strip.‖
And therefore, Scheffe test was used for multiple comparisons between the Means of
the opinions of the respondents taking into account their specialization (Field, 2009;
Weiers, 2011). According to the results of the test as shown in Table (4.32), there is a
difference between the averages of the opinions of the respondents who are ―Civil
Engineers,‖ and the respondents who are ―Electrical Engineers‖ about the field of ―the
awareness level of BIM by the professionals‖ in favor of the respondents who are ―Civil
Engineers.‖
Table (4.33) shows that there is a difference between the averages of the opinions of the
respondents about all fields of ―the investigation into BIM application in the AEC
industry in Gaza strip.‖ The difference is between the Means of the opinions of the
respondents who are ―Architects,‖ and the respondents who are ―Electrical Engineers‖
in favor of the respondents who are ―Architects.‖ There is also a difference between the
Means of the opinions of the respondents who are ―Civil Engineers,‖ and the
respondents who are ―Electrical Engineers‖ in favor of the respondents who are ―Civil
Engineers.‖
Table (4.31): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
specialization of the respondents
Field
Test of
homogeneity of
variances
F-
test
P-v
alu
e
Mean
Lev
ene
stat
isti
c
P-v
alu
e
(Sig
.) Arc
hit
ect
(N=
83
)
Civ
il
(N=
12
9)
Ele
ctri
cal
(N=
41
)
Mec
han
ical
(N=
14
)
Oth
er
(N=
3)
The awareness level of
BIM by the professionals 0.92 0.45 4.01 0.00 1.80 1.97 1.45 1.79 1.85
The importance of BIM
functions 3.18 0.10
1.75 0.14 3.62 3.72 3.42 3.46 3.77
The value of BIM
benefits 1.03 0.39
1.90 0.11 3.64 3.64 3.40 3.54 4.28
The strength of BIM
barriers 1.71 0.15
1.30 0.27 3.66 3.62 3.46 3.31 3.61
143
Table (4.31): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
specialization of the respondents
Field
Test of
homogeneity of
variances
F-
test
P-v
alu
e
Mean
Lev
ene
stat
isti
c
P-v
alu
e
(Sig
.) Arc
hit
ect
(N=
83
)
Civ
il
(N=
12
9)
Ele
ctri
cal
(N=
41
)
Mec
han
ical
(N=
14
)
Oth
er
(N=
3)
All fields 1.83 0.12 2.73 0.03 3.40 3.44 3.17 3.23 3.67
Critical value of F: at degree of freedom (df) = [(K-1), (N-K)] = [(5-1), (270-5)] = [4,265] and at
significance (Probability) level 0.05 equals “2.41”.
*. The Mean difference is significant at the 0.05 level.
Table (4.32): Results of Scheffe test for multiple comparisons due to the
specialization of the respondents for the field of “The awareness level of BIM by the
professionals”
Mean difference Architect Civil Electrical Mechanical Other
Architect -0.17 0.35 0.00 -0.05
Civil 0.17 0.53* 0.18 0.12
Electrical -0.35 -0.53* -0.35 -0.40
Mechanical 0.00 -0.18 0.35 -0.06
Other 0.05 -0.12 0.40 0.06
Table (4.33): Results of Scheffe test for multiple comparisons due to the
specialization of the respondents for all fields of “The investigation into BIM
application in the AEC industry in Gaza strip”
Mean difference Architect Civil Electrical Mechanical Other
Architect -0.04 0.23* 0.16 -0.27
Civil 0.04 0.27* 0.20 -0.24
Electrical -0.23* -0.27* -0.07 -0.51
Mechanical -0.16 -0.20 0.07 -0.44
Other -0.16 0.24 0.51 0.44
4.7.6.5 An analysis taking into account the nature of the workplace
One-way Analysis of Variance (ANOVA)/ (F-test) provides a parametric statistical test
of whether the Means of several groups (more than two) are equal or not (by using the
F-ratio). The critical value of F at degree of freedom (df) = [(K-1), (N-K)] at
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011). And therefore,
One-way ANOVA was used to test the differences among opinions of respondents
taking into account the nature of their workplace (Consultant, NGOs, Contractor,
Governmental, or other workplaces).
According to the results of the test, as shown in Table (4.34), the P-value for the
Levene‘s test is greater than 0.05 in each field of the four fields as well as all fields
together. Thus, the variances of the groups are not significantly different (the groups are
homogeneous). Regarding F-test, the significance values for the first field ―the
awareness level of BIM by the professionals,‖ the second filed ―the importance of BIM
functions,‖ and all fields together are significant (P-value < 0.05). The value of F-test
144
for the first field, the second field, and all fields together are also greater than the
critical value of F (2.41).
Thus, there are statistically significant differences attributed to the nature of the
workplace of the respondents at the level of α ≤ 0.05 between the Means of their views
about ―the awareness level of BIM by the professionals,‖ ―the importance of BIM
functions,‖ and the subject of ―the investigation into BIM application in the AEC
industry in Gaza strip.‖
And therefore, Scheffe test was used for multiple comparisons between the Means of
the opinions of the respondents taking into account their specializations (Field, 2009;
Weiers, 2011). According to the results of the test as shown in Table (4.35), there is a
difference between the averages of the opinions of the respondents who are working for
―NGOs,‖ and the respondents who are working for ―other‖ workplaces (according to
Table (4.1) of the respondent‘s demographic data, the ―other‖ workplace was the
Engineers Association) about the field of ―the awareness level of BIM by the
professionals‖ in favor of the respondents who are working for ―NGOs.‖
According to the results of the test as shown in Table (4.36), there is also a difference
between the averages of the opinions of the respondents who are working for ―NGOs,‖
and the respondents who are working for each of contractor, governmental, and other
workplaces (Engineers Association) about the field of ―the importance of BIM
functions‖ in favor of the respondents who are working for ―NGOs.‖
Table (4.37) shows that there is a difference between the averages of the opinions of the
respondents about all fields of ―the investigation into BIM application in the AEC
industry in Gaza strip.‖ The difference is between the Means of the opinions of the
respondents who are working for ―NGOs,‖ and the respondents who are working for
each of the governmental, and other workplaces (Engineers Association) in favor of
respondents who are working for ―NGOs.‖
Table (4.34): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
nature of the workplace for the respondents
Field
Test of
homogeneity
of variances
F-
test
P-v
alu
e
Mean
Lev
ene
stat
isti
c
P-v
alu
e (S
ig.)
Co
nsu
ltan
t
(N=
81
)
NG
Os
(N=
42
)
Co
ntr
acto
r
(N=
66
)
Go
ver
nm
enta
l
(N=
52
)
Oth
er (
N=
29
)
The awareness level of BIM
by the professionals 0.17 0.95 3.60 0.01 1.90 2.12 1.80 1.71 1.49
The importance of BIM
functions 1.35 0.25 2.69 0.03 3.66 3.91 3.60 3.48 3.50
The value of BIM benefits 2.04 0.09 2.12 0.08 3.65 3.79 3.62 3.51 3.36
The strength of BIM
barriers
0.70 0.59 2.14 0.08 3.64 3.82 3.53 3.50 3.44
145
Table (4.34): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
nature of the workplace for the respondents
Field
Test of
homogeneity
of variances
F-
test
P-v
alu
e
Mean
Lev
ene
stat
isti
c
P-v
alu
e (S
ig.)
Con
sult
ant
(N=
81
)
NG
Os
(N=
42
)
Con
trac
tor
(N=
66
)
Gov
ernm
enta
l
(N=
52
)
Oth
er (
N=
29
)
All fields 2.95 0.20 4.21 0.00 3.42 3.61 3.35 3.26 3.17
Critical value of F: at degree of freedom (df) = [(K-1), (N-K)] = [(5-1), (270-5)] = [4,265] and at
significance (Probability) level 0.05 equals “2.41”.
*. The Mean difference is significant at the 0.05 level.
Table (4.35): Results of Scheffe test for multiple comparisons due to the nature of
the workplace of the respondents for the field of “The awareness level of BIM by the
professionals”
Mean difference Consultant NGOs Contractor Governmental Other
Consultant -0.22 0.09 0.19 0.40
NGOs 0.22 0.31 0.41 0.62*
Contractor -0.09 -0.31 0.10 0.31
Governmental -0.19 -0.41 -0.10 0.21
Other -0.40 -0.62* -0.31 -0.21
Table (4.36): Results of Scheffe test for multiple comparisons due to the nature of
the workplace of the respondents for the field of “The importance of BIM
functions”
Mean difference Consultant NGOs Contractor Governmental Other
Consultant -0.25 0.06 0.18 0.16
NGOs 0.25 0.31* 0.43* 0.41*
Contractor -0.06 -0.31* 0.12 0.10
Governmental -0.18 -0.43* -0.12 -0.02
Other -0.16 -0.41* -0.10 0.02
Table (4.37): Results of Scheffe test for multiple comparisons due to the nature of
the workplace of the respondents for all fields of “The investigation into BIM
application in the AEC industry in Gaza strip”
Mean difference Consultant NGOs Contractor Governmental Other
Consultant -0.19 0.07 0.16 0.25
NGOs 0.19 0.25 0.34* 0.44*
Contractor -0.07 -0.25 0.09 0.18
Governmental -0.16 -0.34* -0.09 0.09
Other -0.25 -0.44* -0.18 -0.09
4.7.6.6 An analysis taking into account the location of the workplace
One-way Analysis of Variance (ANOVA)/ (F-test) provides a parametric statistical test
of whether the Means of several groups (more than two) are equal or not (by using the
F-ratio). The critical value of F: at degree of freedom (df) = [(K-1), (N-K)] at
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011). And therefore,
146
One-way ANOVA was used to test the differences among the opinions of the
respondents taking into account the location of their workplace (North, Gaza, Middle,
KhanYounis, and Rafah).
According to the results of the test, as shown in Table (4.38), the P-value for the
Levene‘s test is greater than 0.05 in each field of the four fields as well as all fields
together. Thus, the variances of the groups are not significantly different (the groups are
homogeneous). Regarding F-test, the significance value for the first field ―the
awareness level of BIM by the professionals‖ is significant (P-value < 0.05). The value
of F-test for the first field is also greater than the critical value of F (2.41).
Thus, there are statistically significant differences attributed to the location of the
workplace of the respondents at the level of α ≤ 0.05 between the Means of their views
about ―the awareness level of BIM by the professionals.‖ And therefore, Scheffe test
was used for multiple comparisons between the Means of the opinions of the
respondents taking into account their location of the workplace (Field, 2009; Weiers,
2011).
According to the results of the test as shown in Table (4.39), there is a difference
between the averages of the opinions of the respondents who are working in ―Gaza,‖
and the respondents who are working in ―Rafah‖ about the field of ―the awareness level
of BIM by the professionals‖ in favor of the respondents who are working in ―Gaza.‖
Table (4.38): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
location of the workplace of the respondents
Field
Test of
homogeneity
of variances
F-
test
P-v
alu
e
Mean
Lev
ene
stat
isti
c
P-v
alu
e
(Sig
.)
Nort
h
(N=
21
)
Gaz
a
(N=
20
4)
Mid
dle
(N=
8)
Khan
You
nis
(N=
14
)
Raf
ah
(N=
23
)
The awareness level of
BIM by the professionals 2.92 0.20 2.64 0.03 1.84 1.89 1.46 1.83 1.41
The importance of BIM
functions 0.48 0.75 1.38 0.24 3.74 3.66 3.62 3.54 3.33
The value of BIM
benefits 0.04 1.00 0.98 0.42 3.73 3.62 3.63 3.53 3.37
The strength of BIM
barriers 2.29 0.06 1.73 0.14 3.72 3.57 3.81 3.28 3.79
All fields 0.19 0.94 1.06 0.38 3.48 3.39 3.39 3.25 3.21
Critical value of F: at degree of freedom (df) = [(K-1), (N-K)] = [(5-1), (270-5)] = [4,265] and at
significance (Probability) level 0.05 equals “2.41”.
*. The Mean difference is significant at the 0.05 level.
147
Table (4.39): Results of Scheffe test for multiple comparisons due to the location of the
workplace of the respondents for the field of “The awareness level of BIM by the
professionals”
Mean difference North Gaza Middle KhanYounis Rafah
North -0.05 0.38 0.01 0.42
Gaza 0.05 0.43 0.06 0.48*
Middle -0.38 -0.43 -0.37 0.05
KhanYounis -0.01 -0.06 0.37 0.41
Rafah -0.42 -0. 48* -0.05 -0.41
4.7.6.7 An analysis taking into account the current field/ the present job
One-way Analysis of Variance (ANOVA)/ (F-test) provides a parametric statistical test
of whether the Means of several groups (more than two) are equal or not (by using the
F-ratio). The critical value of F at degree of freedom (df) = [(K-1), (N-K)] at
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011). And therefore,
One-way ANOVA was used to test the differences among the opinions of the
respondents taking into account their current field/ present job (Designer, Supervisor,
Site Engineer, Projects Manager, or other related jobs such as office Engineer).
According to the results of the test, as shown in Table (4.40), the P-value for the
Levene‘s test is greater than 0.05 in each field of the four fields as well as all fields
together. Thus, the variances of the groups are not significantly different (the groups are
homogeneous). Regarding F-test, the significance values for each field of the four
fields, as well as all fields together, are not significant (P-value > 0.05). The values of
F-test in each field of the four fields as well as all fields together are also less than the
critical value of F (2.41).
Thus, there are no statistically significant differences attributed to the current field/
present job of the respondents at the level of α ≤ 0.05 between the Means of their views
about the subject of ―the investigation into BIM application in the AEC industry in Gaza
strip.‖
Table (4.40): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
current field/ present job of the respondents
Field
Test of
homogeneity
of variances
F-
test
P-v
alu
e
Mean
Lev
ene
Sta
tist
ic
P-v
alu
e
(Sig
.) D
esig
ner
(N=
73
)
Su
per
vis
or
(N=
64
)
Sit
e
En
gin
eer
(N=
54
)
Pro
ject
s
Man
ager
(N=
33
)
Oth
er
(N=
46
)
The awareness level
of BIM by
professionals
1.77 0.14 2.20 0.07 1.75 1.99 1.92 1.85 1.60
The importance of
BIM functions 1.63 0.17 2.26 0.06 3.59 3.72 3.61 3.87 3.43
The value of BIM
benefits 3.63 0.10 0.74 0.57 3.60 3.66 3.59 3.71 3.48
The strength of BIM
barriers 0.71 0.58 0.92 0.45 3.67 3.58 3.52 3.70 3.49
148
Table (4.40): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the
current field/ present job of the respondents
Field
Test of
homogeneity
of variances
F-
test
P-v
alu
e
Mean
Lev
ene
Sta
tist
ic
P-v
alu
e
(Sig
.) D
esig
ner
(N=
73
)
Su
per
vis
or
(N=
64
)
Sit
e
Eng
inee
r
(N=
54
)
Pro
ject
s
Man
ager
(N=
33
)
Oth
er
(N=
46
)
All fields 2.33 0.06
1.72 0.15 3.37 3.43 3.36 3.50 3.22
Critical value of F: at degree of freedom (df) = [(K-1), (N-K)] = [(5-1), (270-5)] = [4,265] and at
significance (Probability) level 0.05 equals “2.41”.
*. The Mean difference is significant at the 0.05 level.
4.7.6.8 An analysis taking into account the years of the experience
One-way Analysis of Variance (ANOVA)/ (F-test) provides a parametric statistical test
of whether the Means of several groups (more than two) are equal or not (by using the
F-ratio). The critical value of F: at degree of freedom (df) = [(K-1), (N-K)] at
significance (probability) level (α) = 0.05 (Field, 2009; Weiers, 2011). And therefore,
One-way ANOVA was used to test the differences among the opinions of the
respondents taking into account their years of experience (Less than 5 years, From 5 to
less than 10 years, and 10 years and more).
According to the results of the test, as shown in Table (4.41), the P-value for the
Levene‘s test is greater than 0.05 in each field of the four fields as well as all fields
together. Thus, the variances of the groups are not significantly different (the groups are
homogeneous). Regarding F-test, the significance values for the first field (the
awareness level of BIM by the professionals), the second field (the importance of BIM
functions), the third field (the value of BIM benefits) and also all fields together are
significant (P-value < 0.05). The value of F-test for each of the first field, the second
and the third fields as well as all fields together are also greater than the critical value of
F (3.03).
Thus, there are statistically significant differences attributed to the years of the
experience of the respondents at the level of α ≤ 0.05 between the Means of their views
on ―the awareness level of BIM by the professionals‖, ―the importance of BIM
functions‖, ―the value of BIM benefits‖, and the subject of ―the investigation into BIM
application in the AEC industry in Gaza strip‖.
And therefore, Scheffe test was used for multiple comparisons between the Means of
the opinions of the respondents taking into account their years of experience (Field,
2009; Weiers, 2011). According to the results of the test as shown in Table (4.42), there
is a difference between the averages of the opinions of the respondents who have
experience ranging ―From 5 to less than 10 years‘ experience,‖ and the respondents who
have ―Less than 5 years‘ experience‖ about the field of ―the awareness level of BIM by
the professionals‖ in favor of the respondents who have experience ranging ―From 5 to
less than 10 years.‖ There is also a difference between the Means of the opinions of the
respondents who have ―10 years‘ experience and more,‖ and the respondents who have
149
―Less than 5 years‘ experience‖ in favor of the respondents who have ―10 years‘
experience and more.‖
Regarding the field of ―the importance of BIM functions, ‖ Table (4.43) shows that
there is a difference between the averages of the opinions of the respondents who have
―10 years‘ experience and more,‖ and the respondents who have ―Less than 5 years‘
experience ‖ in favor of the respondents who have ―10 years‘ experience and more.‖
Table (4.44) shows that there is a difference between the averages of the opinions of the
respondents who have ―10 years‘ experience and more‖, and the respondents who have
―Less than 5 years‘ experience‖ about the field of ―the value of BIM benefits‖ in favor
of the respondents who have ―10 years‘ experience and more.‖
Table (4.45) shows that there is a difference between the averages of the opinions of the
respondents about all fields of ―the investigation into BIM application in the AEC
industry in Gaza strip.‖ The difference is between the Means of the opinions of the
respondents who have ―10 years‘ experience and more,‖ and the respondents who have
―Less than 5 years‘ experience‖ in favor of the respondents who have ―10 years‘
experience and more.‖
Table (4.41): One-way Analysis of Variance (ANOVA)/ (F-test) results regarding the years
of experience of the respondents
Field
Test of
homogeneity of
variances
F-
test
P-v
alu
e
Mean
Lev
ene
stat
isti
c
P-v
alu
e
(Sig
.)
Less than
5 years
(N=95)
From 5 to
less than
10 years
(N=88)
10 years
and
more
(N=87)
The awareness level
of BIM by the
professionals
1.23 0.29 6.62 0.00 1.61 1.99 1.91
The importance of
BIM functions 1.26 0.29
5.95 0.00 3.48 3.60 3.83
The value of BIM
benefits 4.51 0.10
6.18 0.00 3.45 3.58 3.79
The strength of BIM
barriers 0.62 0.54
1.05 0.35 3.51 3.61 3.65
All fields 2.63 0.07 7.16
0.00 3.23 3.39 3.52
Critical value of F: at degree of freedom (df) = [(K-1), (N-K)] = [(3-1), (270-2)] = [2,267] and at
significance (Probability) level 0.05 equals “3.03”.
*. The Mean difference is significant at the 0.05 level.
150
Table (4.43): Results of Scheffe test for multiple comparisons due to the
years of experience of the respondents for the field of “The importance of
BIM functions”
Mean difference Less than
5 years
From 5 to less
than 10 years
10 years
and more
Less than 5 years -0.12 -0.35*
From 5 to less than 10 years 0.12 -0.22
10 years and more 0.35* 0.22
Table (4.44): Results of Scheffe test for multiple comparisons due to the
years of experience of the respondents for the field of “The value of BIM
benefits”
Mean difference Less than
5 years
From 5 to less
than 10 years
10 years
and more
Less than 5 years -0.13 -0.34*
From 5 to less than 10 years 0.13 -0.22
10 years and more 0.34* 0.22
Table (4.45): Results of Scheffe test for multiple comparisons due to the
study place of the respondents for all fields of “The investigation into BIM
application in the AEC industry in Gaza strip”
Mean difference Less than
5 years
From 5 to less
than 10 years
10 years
and more
Less than 5 years -0.15 -0.28*
From 5 to less than 10 years 0.15 -0.13
10 years and more 0.28* 0.13
Based on the previous findings of the sixth hypothesis (which has been broken down
into eight sections), it has appeared that the hypothesis has been rejected in respect of
three sections (the gender, the educational qualification, and the current field/ the
present job of the respondents). The same hypothesis has been accepted in respect of the
rest five sections (the study place, the specialization, the nature of the workplace, the
location of the workplace, and the years of experience of the respondents).
Table (4.42): Results of Scheffe test for multiple comparisons due to the
years of experience of the respondents for the field of “The awareness
level of BIM by the professionals”
Mean difference Less than
5 years
From 5 to less
than 10 years
10 years
and more
Less than 5 years -0.38* -0.30*
From 5 to less than 10 years 0.38* 0.08
10 years and more 0.30* -0.08
Chapter 5
152
Chapter 5: Conclusions and recommendations
This chapter summarizes the study and aims to provide recommendations and
conclusions for the adoption of Building Information Modeling (BIM) in the
Architecture, Engineering, and Construction (AEC) industry in Gaza strip. This chapter
also includes research benefits to the knowledge as well the AEC industry and suggests
areas of future research after a review of the limitations of this study. By revisiting the
research objectives and key findings, an overview discussed to assess the extent to
which the research objectives were met.
5.1 Summary of the research
An investigation into the prospects, benefits and barriers to successful BIM-based
workflow adoption in the AEC industry in Gaza strip was conducted. An extensive
review of the literature was carried out to achieve the aim of the study. The purpose of
the research was to develop a clear understanding about BIM for identifying the
different factors which provide useful information to consider adopting BIM technology
in projects by the practitioners in the AEC industry in Gaza strip. The results of 270
collected questionnaires were analyzed quantitatively and then presented by using an
―interpretive-descriptive‖ method for qualitative data analysis, which contains
tabulation, bar chart, pie chart, and graph.
5.2 Conclusions of the research objectives, questions, and hypotheses
In achieving the aim of the research, five primary objectives have been outlined and
made through the findings of the analyzed collected questionnaires. These objectives
are related to the research questions that were developed to increase one‘s knowledge
and familiarity with the subject. The outcomes were found as following:
5.2.1 Outcomes related to objective one
The objective was: To assess the awareness level of BIM by the professionals in
the AEC industry in Gaza strip. This objective is related to the following
research question:
The first research question: What is the level of the awareness of BIM by
the professionals in the AEC industry in Gaza strip?
The study findings of RII test indicated that the awareness level of BIM by the
professionals in the AEC industry in Gaza strip is very low. Most of the practitioners of
the AEC industry have not heard about BIM and did not realize the concept of it. The
findings showed that the study place affects the degree of the knowledge of BIM. An
enormous percentage of the total respondents who had studied in Gaza strip (80%) had
never taken courses about BIM in their universities. 77% of the total respondents who
had studied in the West Bank had the same answer. The lowest ratio was for the
respondents who had studied outside Palestine with 75% of the total of them whose had
never taken courses about BIM in their universities. There is an absence of interest of
educating BIM through courses in universities.
153
Furthermore, according to the respondents, BIM is used individually in a level of
negligible, but not on companies‘ level. It does not be applied professionally, and thus,
the professionals do not get the full benefits of BIM, where they are only using some
advantages of BIM software such as the advantages of Revit in the design phase.
When the respondents were asked about their way of implementing work in the first part
of the questionnaire, results proved that the use of the 3D programs in performing works
by the professionals is very little. 3D programs are usually used only by Architects for
the purpose of the exterior design of the building or the purpose of the interior design of
the building and according to the request of the owner. It was found from results that the
more commonly programs used by the respondents to carry out projects in the AEC
industry are ―Excel‖ and ―AutoCAD (2D)‖, which confirms the result in the previous
question as it shows a lack of the use of the (3D) programs.
5.2.2 Outcomes related to objective two
The objective was: To identify the top BIM functions that would convince the
professionals for adopting BIM in the AEC industry in Gaza strip. This objective
is related to the following research question:
The second research question: Are the functions of BIM important from the
viewpoint of professionals (according to the need for these functions) in the
AEC industry in Gaza strip?
The study findings of RII test indicated that BIM functions are significantly required
and necessary for the professionals in the AEC industry in Gaza strip. Some functions
of BIM were more important than others for the professionals. BIM functions that got
top ranking according to the overall respondents are as follow: (1) Interoperability and
translation of information (F16); (2) Change Management (F3); (3) Functional
simulations to choose the best solution (F2); (4) Three-dimensional (3D) modeling and
visualization (F1); and (5) Safety planning and monitoring on-site (F8).
In addition to that, factor analysis has compiled BIM functions in three components,
which are: (1) Data management and utilization in planning; operation, and
maintenance; (2) Visualized design and analysis; and (3) Construction and operation.
5.2.3 Outcomes related to objective three
The objective was: To identify the top BIM benefits that would convince the
professionals for adopting BIM in the AEC industry in Gaza strip. This objective
is related to the following research question:
The third research question: Are the benefits of BIM valuable from the
standpoint of the professionals (according to the need for these functions) in
the AEC industry in Gaza strip?
The study findings of RII test indicated that BIM benefits are significantly valuable for
the professionals in the AEC industry in Gaza strip. Some benefits of BIM were more
valuable than others for the professionals. BIM benefits that got top ranking according
to the overall respondents are as follow: (1) Enhance design team collaboration
154
(Architectural, Structural, Mechanical, and Electrical Engineers) (BE 3); (2) Improve
design quality (BE 4); and (3) Improve sustainable design and lean design (BE 5).
Factor analysis has also compiled BIM benefits in four components, which are: (1)
Controlled whole-life costs and environmental data; (2) More effective processes; (3)
Design and quality improvement; and (4) Decision-making support/ Better customer
service.
5.2.4 Outcomes related to objective four
The objective was: To investigate and rank the top BIM barriers which face the
adoption of BIM in the AEC industry in Gaza strip. This objective is related to
the following research question:
The fourth research question: Are BIM barriers affecting the adoption of
BIM in the AEC industry in Gaza strip?
The study findings of RII test demonstrated that BIM barriers are substantially affecting
the adoption of BIM in the AEC industry in Gaza strip. The top barriers to BIM
adoption, which got top ranking according to the overall respondents are as follow: (1)
Lack of the awareness of BIM by stakeholders (BA 2); (2) Lack of knowledge of how to
apply BIM software (BA 3); and (3) Lack of the awareness of the benefits that BIM can
bring to Engineering offices, companies, and projects (BA 5).
Factor analysis has also compiled BIM barriers in four components, which are: (1) Lack
of BIM interest; (2) Organization-wide resistance to change workflows; (3) Lack of
knowledge about BIM and cost of implementing; and (4) Cultural barriers toward
adopting new technology and training requirements.
5.2.5 Outcomes related to objective five
The objective was: To study some hypotheses that might help to find solutions
for adopting BIM in the AEC industry in Gaza strip. This objective is related to
the following research questions:
The fifth research question: What is the effect of the awareness level of BIM
by the professionals on the reduction of BIM barriers in the AEC industry in
Gaza strip?
The sixth research question: What is the effect of the importance of BIM
functions on the reduction of BIM barriers in the AEC industry in Gaza
strip?
The seventh research question: What is the effect of the value of BIM
benefits on the reduction of BIM barriers in the AEC industry in Gaza strip?
The eighth research question: What is the effect of the awareness level of
BIM by the professionals on increasing the importance of BIM functions in
the AEC industry in Gaza strip?
The ninth research question: What is the effect of the awareness level of
BIM by the professionals on increasing the value of BIM benefits in the AEC
industry in Gaza strip?
155
The tenth research question: Are there differences in the answers of the
respondents depending on the demographic data of the respondents?
To achieve this objective, five hypotheses were tested through applying the Pearson
product-moment correlation coefficient (Pearson's correlation coefficient). They all
have been accepted. As for the sixth and last hypothesis, it was divided into eight parts.
The findings of the hypotheses were as follow:
At first (for H1), Pearson correlation analysis asserted that there is a strong negative
relationship between ―the awareness level of BIM by the professionals‖ and ―BIM
barriers in the AEC industry in Gaza strip.‖ Thus, the increasing the awareness level of
BIM by the professionals will reduce BIM barriers in the AEC industry in Gaza strip.
For (H2 and H3), Pearson correlation analysis proved that there is an intermediate
negative relationship between ―the importance of BIM functions‖ and ―BIM barriers in
the AEC industry in Gaza strip.‖ The same relationship is also between ―the value of
BIM benefits,‖ and ―BIM barriers in the AEC industry in Gaza strip.‖ Accordingly,
increasing the importance of BIM functions reduces barriers to BIM adoption in the
AEC industry in Gaza strip. The same thing will happen when increasing the value of
BIM benefits.
Finally (for H4 and H5), Pearson correlation analysis substantiated that there is an
intermediate positive relationship between ―the awareness level of BIM by
professionals‖ and both of ―the importance of BIM functions,‖ and ―the value of BIM
benefits.‖ Accordingly, increasing the awareness level of BIM by the professionals will
increase the importance of BIM functions and the value of BIM benefits for the
professionals in the AEC industry in Gaza strip.
The (H6) was about the differences in the opinions of the respondents toward the
investigation into BIM application in the AEC industry in Gaza strip due to the gender,
the educational qualification, the study place, the specialization, the nature of the
workplace, the location of the workplace, the current field/ the present job, and the
years of the experience. The outcomes were as follow:
The Independent samples t-test proved that there are no statistically significant
differences attributed to the gender of the respondents at the level of α ≤ 0.05
between the Means of their views on the subject of the application of BIM in the
AEC industry in Gaza strip. In the same context, One-way ANOVA confirmed that
there are no statistically significant differences associated to each of the educational
qualification and the current field/ the present job of the respondents at the level of
α ≤ 0.05 between the Means of their views on the same subject. According to that,
the hypothesis has been rejected regarding these four parts.
In contrast, One-way ANOVA asserted that there are significant differences
attributed to each of the study place, the specialization, the nature of the workplace,
the location of the workplace, and the years of the experience of the respondents at
the level of α ≤ 0.05 between the Means of their views on the subject of the
application of BIM in the AEC industry in Gaza strip. Accordingly, Scheffe test was
used for multiple comparisons between the Means of the opinions of the respondents
taking into account this information related to them. As a result, the hypothesis has
been accepted regarding these five parts.
156
Table (5.1) summarized the findings of the study according to the research objectives, the key research questions, and the research hypotheses as
represented above.
Table (5.1): summary of the findings of the study
Research objectives Key research questions Research hypotheses Findings
1. To assess the
awareness level of
BIM by the
professionals in the
AEC industry in
Gaza strip.
RQ1: What is the level of
the awareness of BIM by the
professionals in the AEC
industry in Gaza strip?
- The study findings of RII test indicated that the
awareness level of BIM by the professionals in the
AEC industry in Gaza strip is very low. Most of the
practitioners of the AEC industry have not heard
about BIM and did not realize the concept of it.
2. To identify the top
BIM functions that
would convince the
professionals for
adopting BIM in
the AEC industry in
Gaza strip.
RQ2: Are the functions of
BIM important from the
viewpoint of the
professionals (according to
the need for these functions)
in the AEC industry in Gaza
strip?
- The study findings of RII test indicated that BIM
functions are significantly required and necessary for
the professionals in the AEC industry in Gaza strip.
BIM functions that got top ranking according to the
overall respondents are as follow:
1) Interoperability and translation of information
(F16);
2) Change Management (F3);
3) Functional simulations to choose the best solution
(F2);
4) Three-dimensional (3D) modeling and
visualization (F1); and
5) Safety planning and monitoring on-site (F8).
In addition to that, factor analysis has compiled BIM
functions in three components, which are:
1) Data management and utilization in planning;
operation, and maintenance;
2) Visualized design and analysis; and
3) Construction and operation.
157
Table (5.1): summary of the findings of the study
Research objectives Key research questions Research hypotheses Findings
3. To identify the top
BIM benefits that
would convince the
professionals for
adopting BIM in
the AEC industry in
Gaza strip.
RQ3: Are the benefits of
BIM valuable from the
standpoint of the
professionals (according to
the need for these functions)
in the AEC industry in Gaza
strip?
- The study findings of RII test indicated that BIM
benefits are significantly valuable for the
professionals in the AEC industry in Gaza strip. Some
benefits of BIM were more valuable than others for
the professionals.
BIM benefits that got top ranking according to the
overall respondents are as follow:
(1) Enhance design team collaboration (Architectural,
Structural, Mechanical, and Electrical Engineers)
(BE 3);
(2) Improve design quality (BE 4); and
(3) Improve sustainable design and lean design (BE
5).
Factor analysis has compiled BIM benefits in four
components, which are:
1) Controlled whole-life costs and environmental
data;
2) More effective processes;
3) Design and quality improvement; and
4) Decision-making support/ Better customer
service.
4. To investigate and
rank the top BIM
barriers which face
the implementation
of BIM in the AEC
industry in Gaza
strip.
RQ4: Are BIM barriers
affecting the adoption of
BIM in the AEC industry in
Gaza strip?
- The study findings of RII test demonstrated that BIM
barriers are substantially affecting the adoption of
BIM in the AEC industry in Gaza strip.
The top barriers to BIM adoption, which got top
ranking according to the overall respondents are as
follow:
1) Lack of the awareness of BIM by stakeholders
(BA 2);
2) Lack of knowledge of how to apply BIM software
(BA 3); and
158
Table (5.1): summary of the findings of the study
Research objectives Key research questions Research hypotheses Findings
3) Lack of the awareness of the benefits that BIM
can bring to Engineering offices, companies, and
projects (BA 5).
Factor analysis has compiled BIM barriers in four
components, which are:
1) Lack of BIM interest;
2) Organization-wide resistance to change
workflows;
3) Lack of knowledge about BIM and cost of
implementing; and
4) Cultural barriers toward adopting new
technology and training requirements.
5. To study some
hypotheses that
might help to find
solutions to
adopting BIM in
the AEC industry in
Gaza strip.
RQ5: What is the effect of
the awareness level of BIM
by the professionals on the
reduction of BIM barriers in
the AEC industry in Gaza
strip?
RQ6: What is the effect of
the importance of BIM
functions on the reduction of
BIM barriers in the AEC
industry in Gaza strip?
RQ 7: What is the effect of
the value of BIM benefits on
the reduction of BIM
barriers in the AEC industry
in Gaza strip?
H1: There is an inverse
relationship, statistically
significant at α ≤ 0.05,
between the awareness level of
BIM by the professionals and
BIM barriers in the AEC
industry in Gaza strip.
H2: There is an inverse
relationship, statistically
significant at α ≤ 0.05,
between the importance of
BIM functions and BIM
barriers in the AEC industry in
Gaza strip.
H3: There is an inverse
relationship, statistically
significant at α ≤ 0.05,
(For H1), Pearson correlation analysis asserted that
there is a strong negative relationship between “the
awareness level of BIM by the professionals” and
“BIM barriers in the AEC industry in Gaza strip.”
Thus, the increasing the awareness level of BIM by
the professionals will reduce BIM barriers in the AEC
industry in Gaza strip.
(For H2 and H3), Pearson correlation analysis proved
that there is an intermediate negative relationship
between “the importance of BIM functions” and
“BIM barriers in the AEC industry in Gaza strip.”
The same relationship is aslo between ―the value of
BIM benefits,” and “BIM barriers in the AEC
industry in Gaza strip.” Accordingly, increasing the
importance of BIM functions reduces barriers to BIM
adoption in the AEC industry in Gaza strip. The same
thing will happen when increasing the value of BIM
benefits.
159
Table (5.1): summary of the findings of the study
Research objectives Key research questions Research hypotheses Findings
RQ 8: What is the effect of
the awareness level of BIM
by the professionals on
increasing the importance of
BIM functions in the AEC
industry in Gaza strip?
RQ 9: What is the effect of
the awareness level of BIM
by the professionals on
increasing the value of BIM
benefits in the AEC industry
in Gaza strip?
RQ 10: Are there differences
in the answers of the
respondents depending on
the demographic data of the
respondents?
between the value of BIM
benefits and BIM barriers in
the AEC industry in Gaza
strip.
H4: There is a positive
relationship, statistically
significant at α ≤ 0.05,
between the awareness level of
BIM by the professionals and
the value of BIM benefits in
the AEC industry in Gaza
strip.
H5: There is a positive
relationship, statistically
significant at α ≤ 0.05,
between the awareness level of
BIM by the professionals and
the importance of BIM
functions in the AEC industry
in Gaza strip.
H6: There is a statistically
significant differences
attributed to the demographic
data of the respondents and the
way of their work at the level
of α ≤ 0.05 between the
averages of their views on the
subject of the application of
(For H4 and H5), Pearson correlation analysis
substantiated that there is an intermediate positive
relationship between “the awareness level of BIM by
professionals” and both of “the importance of BIM
functions,” and “the value of BIM benefits.”
Accordingly, increasing the awareness level of BIM
by the professionals will increase the importance of
BIM functions and the value of BIM benefits for the
professionals in the AEC industry in Gaza strip.
The (H6) was about the differences in the opinions of
the respondents toward the investigation into BIM
application in the AEC industry in Gaza strip due to
the gender, the educational qualification, the study
place, the specialization, the nature of the workplace,
the location of the workplace, the current field/ the
present job, and the years of the experience. The
outcomes were as follow:
The Independent samples t-test proved that there
are no statistically significant differences
attributed to the gender of the respondents at the
level of α ≤ 0.05 between the Means of their
views on the subject of the application of BIM in
the AEC industry in Gaza strip. In the same
context, One-way ANOVA confirmed that there
are no statistically significant differences
associated to each of the educational qualification
and the current field/ the present job of the
respondents at the level of α ≤ 0.05 between the
Means of their views on the same subject.
160
Table (5.1): summary of the findings of the study
Research objectives Key research questions Research hypotheses Findings
BIM in the AEC industry in
Gaza strip.
According to that, the hypothesis has been
rejected regarding these four parts.
In contrast, One-way ANOVA asserted that there
are significant differences attributed to each of the
study place, the specialization, the nature of the
workplace, the location of the workplace, and the
years of the experience of the respondents at the
level of α ≤ 0.05 between the Means of their
views on the subject of the application of BIM in
the AEC industry in Gaza strip. Accordingly,
Scheffe test was used for multiple comparisons
between the Means of the opinions of the
respondents taking into account this information
related to them. As a result, the hypothesis has
been accepted regarding these five parts.
161
5.3 Recommendations
Based on the achieved objectives of this research as stated earlier, the recommendations
below were drawn as a result of the research findings. The recommendations are as
follow:
5.3.1 Education and training to increase BIM awareness and interest
The key to any successful change program is the supporting by experts or any bodies
that train Architects and Engineers such as the Engineers Association or any specialized
training centers during the process of change. Initial vocational training should be done
by an expert, a trainer, or even a BIM guru or a training center that specializes in BIM
adoption as well as in implementation.
Companies involved in the development of BIM technology provide online courses
through its websites. These online courses keen to provide the technical training support
and provide the necessary explanation to use BIM efficiently. These websites also keep
publishing periodic reports for explaining what's new of BIM technology and show how
much it is useful for the AEC industry. It is a guaranteed way to make sure learning use
BIM tools properly and correctly. By so doing, the professionals in the AEC industry
can derive the maximum benefits from using BIM tools.
Engineers Association has to play a role to identify the concept of BIM, its functions,
and benefits, as well as promote the adoption of BIM. It can be done through doing
different workshops and by providing technical training courses in applying BIM
correctly.
Academic institutions and universities must take the lead to highlight new ways to
engage BIM in the AEC industry. The recommended solution is an actively drawing on
the educational and research expertise of universities. This approach will not only
accelerate the competency and the adoption of BIM but also will align the level and the
calibration of the future industry professionals emerging from universities and provide a
structure for lifelong development learning around BIM. There are different experiences
of universities around the world for the attention of BIM, including:
Some universities and academies in each of Qatar, the United States, the United
Kingdom, Australia, Denmark, Singapore, Hong Kong, China, and others started
to offer courses of BIM for students of Bachelor and postgraduate in
Architectural and Engineering (BD white paper, 2012; NBIMS-US, 2012; CIC,
2012; China BIM Union, 2013; NBS, 2013; BIM User Day, 2015).
Qatar University has taken the initiative to facilitate modern and innovative
methods in the Gulf construction industry by establishing a knowledge platform
about BIM with the government, research, and industry experts. Their major
activities are the Qatar BIM User Days, a series of one-day workshops hosted by
Qatar University periodically and focused on the four major components of
BIM: process, technology, people, and policy. Each day provided expert
presentations on one component, allowing in-depth audience discussions and
participation. The audience includes (Architectural and Engineering faculties,
consultants, contractors, the governmental agencies, NGOs, clients, and any one
of the stakeholders in any construction project) (BIM User Day, 2015).
162
Alumni Association of the Faculty of Architecture of Khartoum University made
a week of BIM with Sudan Architecture Forum (SAF) at the beginning of the
current year (2015). It was aimed to shed light on the field of BIM and the
possibility of its application in Sudan and included some events and workshops.
This week activated the relations between the academia and the professional
practice in the field of Architecture through the establishment of dialogue, which
encouraged the exchange of knowledge, experiences, and ideas. The program
hosted a lecturer at the University of Florida, which holds the experience of
more than twenty years in the field of BIM. It also applied three training
workshops aimed to insert BIM in the professional practice and the development
of the construction industry in Sudan (SAF, 2015).
5.3.2 Change organizational culture
Successful BIM adoption is not all about software; it‘s also about the organizational
change. For successful BIM adoption, organizations must act positively toward the
necessary changing.
Adopt first, then implement
Be willing to change: one of the first recommended steps towards adopting BIM is to
embrace change and learn new methods of doing projects. Firms should decide and pick
a date to switch from CAD to BIM and never look back as well as establish a vision that
embraces BIM concept. They must ensure that all necessary requirements for BIM
adoption are ready. It is imperative that the attitude to change is adopted by all, from top
level management, down to the entire members of staff in practice.
Managing change and transition
Transitioning to BIM workflow is not a process that should be quick and sudden.
Implementing BIM approach should be slow and steady to avoid negative impacts to the
already existing workflow processes. In other words clearer, the change should be
gradual and steady by adopting BIM on a project- by-a project basis (as an example, but
not as a limitation). Thus, it would be easier breaking down any psychological, social,
and financial barriers to BIM adoption.
Investment in training
Regarding technology, it is critical to choose the appropriate BIM tools that suit the
practice‘s way of work. It is recommended to test out trial versions of vendors and
subject them to several functions to evaluate the appropriateness of the tools before
making a final decision on which to use. Hardware requirements must also be suitable
for new software. Train the right professionals and assign them to tasks, roles, and
responsibilities in line with the new BIM workflow implementation and be patient with
the learning process. A user cannot suddenly become advanced and proficient; the user
requires experience and continuous exposure to the new tools to become an expert.
163
5.3.3 Provide appropriate governmental support
The government agencies must take progressive steps to apply BIM in the AEC industry
in Gaza strip. For example:
Generate a clear implementation roadmap/ plan for the implementation of BIM
entailing issues that require consideration for the organizations to progress on
the BIM maturity ladder.
Identify incrementally and possible steps between major stages.
Provide legal benchmarks for business improvement, where the absence of
standard BIM contract documents is preventing people from adopting and
utilizing BIM with security in the construction industry (Weygant, 2011;
Eastman et al., 2008; Mitchell and Lambert, 2013).
There are different examples of strategies and plans by the governments of various
countries over the world, such as:
The UK government in 2011 published a BIM mandate in the
―Government Construction Strategy‖ stating that ―Fully collaborative 3D
BIM will be a minimum requirement‖ by 2016 (BD white paper, 2012;
Khosrowshahi and Arayici, 2012).
Dubai Municipality has decided from the date of the first of January of
2014 to apply BIM in the Architectural as well as Mechanical, Electrical,
and Plumbing (MEP) work, where the consulting offices are legally
responsible for the application process (Dubai Municipality, 2014). The
BIM application will be in stages, where the first stage includes (Dubai
Municipality, 2013):
a. The buildings those are higher than 40 floors.
b. Buildings area of more than 300, 000 sc. Ft.
c. Specialized buildings such as hospitals, universities, and the like.
d. All buildings provided through a foreign branch office.
5.4 Research benefits to knowledge and the AEC industry
The novelty of this research lies in highlighting into BIM application in Gaza strip in
Palestine. The research has contributed to the AEC industry, simplified as following:
a) The research will add to the existing knowledge on BIM by developing a clear
understanding of BIM adoption in Gaza strip in Palestine.
b) The study has presented noteworthy findings in the investigation into BIM
application in the AEC industry. The research has identified the awareness level
of BIM by the professionals in the industry, the most important functions, and
the most valuable benefits of BIM for the AEC industry in Gaza strip as well as
barriers to the implementation of BIM in the AEC industry.
c) The study has established a good platform for future researchers to identify
meaningful ways of providing solutions to the identified challenges and facilitate
a smoother and more successful transition in the adoption of BIM technologies
and innovations in the AEC industry.
164
d) Research findings could help the AEC industry to understand the BIM
implementation issue. It will assist the companies and the policy makers,
especially the government, in identifying the future of BIM adoption and policy
in Gaza strip in Palestine.
e) The outcomes of this research could also be used for the appropriate education
and awareness purposes. It could be integrated into the education programs of
the AEC related disciplines. This benefit would improve students' understanding
of BIM and BIM implementation.
5.5 Limitations and future studies
Although the research was carefully prepared and has reached its aim, there were some
certain limitations.
First of all, because of the geographical limit, this research was conducted only
on a population who is living in Gaza strip in Palestine. It was hard to think
about a sample from the same population in West Bank. Because of the time
limit, it was also hard to think about using e-mail for sending and receiving
questionnaires. The involving population of other areas in Palestine would help
more to generalize the findings.
Second, the lack of studies related to BIM in Palestine and the surrounding
region had limited somehow the discussion of the results.
Finally, the study has taken the concept of BIM comprehensively. It has
included all parties who participate in the AEC industry as well as it has studied
BIM at all stages of the lifecycle of the facility. The researcher had to do this
because this research is the first step in studies about BIM in the area. However,
it would be better to allocate the study at a certain stage of the construction
project or to be dealt with BIM subject from a perspective of a particular group.
Therefore, it is recommended that future researchers should study BIM application in
other areas in Palestine. They should also specify more their studies, such as studying
the subject of BIM adoption from consultant‘s perspective or contractor‘s perspective.
The study can also be conducted about using BIM in a defined phase of the AEC
industry such as the Design phase. Furthermore, as a part of any future research, it is
suggested to create a BIM model for any construction project that constructed with the
traditional way (without BIM). After that, the researcher can study a defined step (such
as cost estimation or quantity take-offs of materials) for making a comparison between
the results in both cases (before and after BIM).
References
166
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Appendices
177
Appendix A: Questionnaire (English)
178
Subject: a Questionnaire Survey about: ―An investigation into Building Information
Modeling (BIM) application in Architecture, Engineering and Construction (AEC)
industry in Gaza strip”; a Thesis submitted in partial fulfillment of requirements for
Master's Degree in Construction Project Management, Civil Engineering
Research aim: to develop a clear understanding about BIM for identifying the
different factors that provide useful information to consider adopting BIM technology in
projects by the practitioners in the AEC industry in Gaza strip in Palestine.
Target group: Engineers who work in the field of building design, supervision,
construction, and maintenance (Architects, Civil Engineers, Mechanical Engineers,
Electrical Engineers, and any other professional with related specialization).
The questionnaire consists of five main sections. Filling in the questionnaire does not
require prior knowledge about BIM. The required thing from you is the answer and the
evaluation of certain points with precision and objectivity according to your perspective
and expertise in the field of the Architecture, Engineering and Construction (AEC)
industry in the light of the actual reality in Gaza strip. The validity of the questionnaire
results entirely depends on your answer accuracy. Thank you in advance for your
valuable time and contribution to this research work.
Kind Regards,
Lina Ahmed Ata AbuHamra,
MSc Candidate in Construction Project Management, Civil Engineering, The
Islamic University of Gaza (IUG)
(January, 2015)
Please tick (√) the appropriate option in the following questions:
Name
(optional)
……………………………………………………………………
1. Gender Male Female
2. Educational
qualification Bachelor Master PhD
3. Study place Gaza strip West
Bank Outside Palestine
4. Specialization Architect Civil Electrical Mechanical Other
(…..)
5. Nature of the
workplace Consultant NGOs Contractor Contractor Other
(…..)
6. Location of
the workplace North Gaza Middle Khan
Younis
Rafah
7. Current field
-present job Designer Super-
visor
Site
Engineer
Project
manager
Other
(…..)
8. Years of
experience Less than 5
years
From 5 to less than 10
years
10 years and more
Part 1: Respondent’s demographic data and the way of implementing their work
179
9.
Percentage of
implementati-
on the work
by using 3D
programs
Less than
25%
From 25% to less than
50%
From
50% to
less than
70%
70% and
more
10.
Which
software tool
do you use to
carry out
projects?
(You can choose more than one answer)
AutoCAD
(2D)
Sketch up Revit Excel MS
Project
AutoCAD
(3D)
3D Max ArchiCAD Other (………..)
To which degree you consistent with the following items? Please tick (√) in
front of the number that reflects your point of view.
Nu
mb
er
Item
1. N
ever
2. L
ittl
e
3. S
om
ewh
at
4. M
uch
5. V
ery m
uch
A1 I have read some research and studies about BIM.
A2 Some of my college courses at University talked about BIM.
A3 I have a good idea about the concept of BIM technology.
A4 I have a high rate of information regarding the use of BIM
technology in Engineering project management.
A5 I have an idea about how to use BIM technology programs.
A6 I know that Revit and ArchiCAD programs are BIM
technology techniques.
A7 I use BIM technology in my job.
A8 I think that BIM technology is important for the AEC industry
in Gaza strip.
A9 I think that BIM technology has a positive impact on the
sustainable environment.
How would you rate the following items in terms of their importance and
the need for them in the AEC in Gaza strip? Please tick (√) in front of the
number that reflects your point of view.
Nu
mb
er
Item
1. U
nim
po
rta
nt
2.
Of
Lit
tle
imp
ort
an
ce
3.
Mo
der
ate
ly
imp
ort
an
t 4.
Imp
ort
an
t 5.
Ver
y
Imp
ort
an
t
F1 Three-dimensional (3D) modeling and visualization
F2 Functional simulations to choose the best solution (such as
Lighting, energy, and any other sustainability information)
Part 3
Part 2: The awareness level of BIM by the professionals in the AEC industry
180
Nu
mb
er
Item
1. U
nim
port
an
t
2.
Of
Lit
tle
imp
ort
an
ce
3.
Mo
der
ate
ly
imp
ort
an
t 4.
Imp
ort
an
t 5.
Ver
y
Imp
ort
an
t
F3 Change Management (any modification to the building design will
automatically replicate in each view such as floor plans, sections,
and elevation)
F4 Visualized constructability reviews/ Building simulation (a 3D
structural model as well as a 3D model of Mechanical, Electrical,
and Plumbing (MEP) services)
F5 Four-dimensional (4D) visualized scheduling and construction
sequencing
F6 Model-based cost estimation (Five-dimensional (5D))
F7 Model-based site planning and site utilization
F8 Safety planning and monitoring on-site
F9 Model-based quantity take-offs of materials and labor
F10 Creation of as-built model that contains all the necessary data to
manage and operate the building (facility management)
F11 Future expansion/ extension in facility and infrastructure
F12 Maintenance scheduling via as-built model
F13 Energy optimization of the building
F14 Issue Reporting and Data archiving via a 3D model of the building
F15 Managing metadata (provide information about an individual
item's content) via a 3D model of the building
F16 Interoperability and translation of information (among the
professionals) within the same system/ program
How would you rate the following items regarding their benefit in the AEC
industry in Gaza strip? Please tick (√) in front of the number that reflects
your point of view.
Nu
mb
er
Items
1.E
xtr
emel
y l
ow
Ben
efic
ial
2
. L
ow
ben
efic
ial
3
.Mo
der
ate
ly
ben
efic
ial
4
.Hig
hly
ben
efic
ial
5
.Ex
trem
ely
hig
h b
enef
icia
l
BE 1 Improve realization of the idea of a design by
the owner via a 3D model of the building
BE 2 Support design decision-making by comparing
different design alternatives on a 3D model
BE 3 Enhance design team collaboration
(Architectural, Structural, Mechanical, and
Electrical Engineers)
BE 4 Improve design quality (reducing errors/
redesign and managing design changes)
Part 4
181
Nu
mb
er
Items
1.E
xtr
emel
y l
ow
Ben
efic
ial
2.
Lo
w b
enef
icia
l
3.M
od
erate
ly
ben
efic
ial
4.H
igh
ly
ben
efic
ial
5.E
xtr
emel
y
hig
h b
enef
icia
l
BE 5 Improve sustainable design and lean design
BE 6 Improve safety design
BE 7 Improve the selection of the construction
components carefully in line with the quality
and costs (such as types of doors and windows,
coverage type of the exterior walls, etc.)
BE 8 Improve understanding the sequence of the
construction activities
BE 9 Enhance work coordination with subcontractors
and suppliers (supply chain)
BE 10 Increase the quality of prefabricated (digitally
fabricated) components and reduce its costs
BE 11 Improve safety planning and monitoring on-
site/ reduce risks
BE 12 Increase the accuracy of scheduling and
planning
BE 13 Increase the accuracy of cost estimation
BE 14 Improve communication between project
parties
BE 15 Reduce change/ variation orders in the
construction stage
BE 16 Reduce clashes among the stakeholders (clash
detection)
BE 17 Reduce the overall project duration and cost
BE 18 Improve the implementation of lean
construction techniques to get sustainable
solutions for reducing waste of materials during
construction and demolition
BE 19 Ease of information retrieval for the entire life
of the building through as-built 3D model
BE 20 Improve the management and the operation of
the building to maintain its sustainability by
supporting decision-making on matters relating
to the building
BE 21 Increase coordination between the different
operating systems of the building (such as
security and alarm system, lighting, air
conditioning, etc.)
BE 22 Enhance energy efficiency and sustainability of
the building
BE 23 Improve maintenance planning (preventive and
curative)/ maintenance strategy of the facility
BE 24 Control the whole-life costs of the asset
effectively
BE 25 Increase profits by marketing for the facility via
a 3D model
182
Nu
mb
er
Items
1.E
xtr
emel
y l
ow
Ben
efic
ial
2.
Lo
w b
enef
icia
l
3.M
od
erate
ly
ben
efic
ial
4.H
igh
ly
ben
efic
ial
5.E
xtr
emel
y
hig
h b
enef
icia
l
BE 26 Improve emergency management (put plans for
avoiding hazards and cope with disasters such
as fire, earthquakes, etc.)
The greatest feature of BIM is creating a single integrated database through a virtual 3D
model of the building where all the design and the construction decisions can be
recorded. All project teams can access all contents of the database according to their
authority. On the other hand, the application of BIM needs many things to obtain
the feature mentioned above, such as:
(New programs are required for BIM application, necessary arrangements in the
workplace to adopt this new technology, as well as the need for the cooperation among
all parties involved in the project and other requirements). Consequently, and according
to your knowledge of the current situation of the AEC industry in Gaza strip:
How would you rate the following barriers in front of BIM application?
Please tick (√) in front of the number that reflects your point of view.
Nu
mb
er
BIM barrier
1. V
ery w
eak
2.
Wea
k
3.
Av
erage
stre
ng
th
3
. S
tro
ng
5.
Ver
y s
tron
g
BA 1 Necessary high costs to buy BIM software and costs of
the necessary hardware updates
BA 2 Lack of the awareness of BIM by stakeholders
BA 3 Lack of knowledge of how to apply BIM software
BA 4 Professionals think that the current CAD system and
other conventional programs satisfy the need of
designing and performing the work and complete the
project efficiently
BA 5 Lack of the awareness of the benefits that BIM can
bring to Engineering offices, companies, and projects
BA 6 Lack of effective collaboration among project
stakeholders to exchange necessary information for
BIM application, due to the fragmented nature of the
AEC industry in Gaza strip
BA 7 Resistance by companies and institutions for any
change can occur in the workflow system and the
refusal of adopting a new technology
Part 5
183
Nu
mb
er
BIM barrier
1. V
ery w
eak
2.
Wea
k
3.
Av
erage
stre
ng
th
3
. S
tro
ng
5.
Ver
y s
tron
g
BA 8 Lack of the financial ability for the small firms to start
a new workflow that is necessary for the adoption of
BIM effectively
BA 9 Companies prefer focusing on projects (under working/
construction) rather than considering, evaluating, and
implementing BIM
BA 10 Difficulty of finding project stakeholders with the
required competence to participate in applying BIM
BA 11 Lack of the governmental regulations for full support
the implementation of BIM
BA 12 Lack of demand and disinterest from clients regarding
with using BIM technology in design and construction
of the project
BA 13 Lack of the real cases in Gaza strip or other nearby
areas in the region that have been implemented by
using BIM and have proved positive return of
investment
BA 14 Lack of interest in Gaza strip to pursue the condition of
the building over the life after completion of
implementation stage
BA 15 Lack of Architects/ Engineers skilled in the use of BIM
programs
BA 16 Lack of the education or training on the use of BIM,
whether in the university or any governmental or
private training centers
BA 17 The unwillingness of Architects/ Engineers to learn
new applications because of their educational culture
and their bias toward the programs they are dealing
with
BA 18 Reluctance to train Architects/ Engineers due to the
costly training requirements in terms of time and
money
Thank you very much for your valuable time and effort on this survey
184
Appendix B: Questionnaire (Arabic)
185
في صناعة التصميم (BIM) "البحث في تطبيق تكنولوجيا نمذجة معلومات البناء: استبانة حؽل المؽضؽع
.استكماال لمتطلبات الحرؽل على درجة الماجدتير في إدارة المذاريع اليندسية في قطاع غزة" وتشييد البناء
اعتساد تكشػلػجيا حػل واضح فيع تصػيخ البحث:الرئيدي مؼ يدف ال BIM لتحجيج نطخي نسػذج وبشاء السذاريع في السيشجسيغ قبل ىحه التكشػلػجيا مغ اعتساد في لمشطخ مفيجة معمػمات تػفخ التي السختمفة العػامل
.في فمدصيغ قصاع غدة في والتذييج الترسيع في صشاعة السباني، واإلشخاف، والتشفيح، والريانة السيشجسػن الحي يعسمػن في مجال ترسيع : الفئة المدتيدفة
(.المعماري، والمدني، والكيربائي، والميكانيكي، وأي تخرص ذو عالقة) :عؼ مدبقة معرفة االستبانة تتطلب تعبئة الأقدام رئيدية، ةتتكػن االستبانة مغ خسد ماىية اإلستبانة
قة ومػضػعية وفقا لػجية نطخك، والخبخة في التقييع لشقاط معيشة بكل د ، وإنسا السصمػب ىػBIMتكنؽلؽجيا مجى صحة مجال العسل اليشجسي الخاص بالترسيع وتذييج البشاء في ضػء الػاقع الفعمي في قصاع غدة.
العسل ىحا في السداىسة عمى مقجما إجابتظ. لكع كل الذكخ دقة عمى كميا اعتسادا يعتسج االستبانة نتائج .البحثي
أطيب التحيات،
حمرة، مهندسة معمارية/ وباحثة للحصول على درجة الماجستير في إدارة المشاريع أبوعطا لينا أحمد 5102 ،يناير قطاع غزة، فلسطين، غزة، –الجامعة اإلسالمية )الهندسة المدنية(، الهندسية
التالية. األسئلة في المناسب الخيار أمام (√) عالمة وضع يرجى
................................................. )اختياري( اإلسػ أنثى ذكخ الجنس .1 دكتػراه ماجدتيخ بكالػريػس المؤىل العلمي .2بلد الحرؽل .3
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قصاع غدة الزفة الغخبية ).......( الخارج
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طبيعة مكان .5 العمل
استذارات ىشجسية
مؤسدات دولية
مقاوالت قصاع حكػمي
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رفح خانيػنذ الػسصى غدة الذسال مؽقع العمل .6مجال وظيفتغ .7
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186
سنؽات الخبرة .8
5أقل مغ سشػات
01مغ إلى أقل 5مغ ػاتــــــسش
01 ثخـــــسشػات فأك
ندبة أداءك .9لعملغ باستخدام
برامج النعام األبعاد الثالثي
(3D؟)
أقل مغ25%
إلى أقل 55مغ %51مغ
إلى أقل 51مغ %55مغ
55فأكثــــــــــخ %
البرامج التي .10تدتخدميا في عملغ إلنجاز
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أوتػكاد ثشائي األبعاد
( (2D
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مناسبا تراه الذي الرقػ أمام( √) عالمة وضع يرجى إلى أي درجة تتفق مع البنؽد التالية؟.
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2يلة
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نسحجـــة بتكشػلػجيـــاقـــخأت قبـــل ذلـــظ بعـــس األبحـــاث والجراســـات الخاصـــة 1 (BIM) البشاء معمػمات
نسحجـــة تكشػلػجيـــاتشاولـــت بعـــس مدـــاقات دراســـتي فـــي الجامعـــة مػضـــػع 2 (BIM)البشاء معمػمات
BIMلجي فكخة جيجة حػل مفيػم تكشػلػجيا 3إدارة فــــي BIMمعــــجل معمػمــــاتي عــــالي بخرــــػص اســــتخجام تكشػلػجيــــا 4
السذاريع اليشجسية
BIM بخامج تكشػلػجياوتصبيق لجي فكخة حػل كيفية استخجام 5أرشـــــــيكاد ، وبخنـــــــامج Revitلـــــــجي عمـــــــع مدـــــــبق بـــــــأن بخنـــــــامج ريفيـــــــت 6
ArchiCAD تكشػلػجيا بخامجىسا مغBIM
في العسلBIM أستخجم بخامج تكشػلػجيا 7
( وتطبيقو في العمل في قطاع غزةBIMالجزء الثاني: درجة المعرفة بتكنؽلؽجيا نمذجة معلؽمات البناء )
األقل
187
رقػال
البند
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3طة
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رـــشاعة الترـــسيع وتذـــييج البشـــاء فـــي أىسيـــة ل BIMتكشػلػجيـــا أعتقـــج بـــأن ل 8 قصاع غدة
تأثيخ إيجابي عمى البيئة السدتجامة BIMتكشػلػجيا لأعتقج أن 9
غزة؟ قطاع في البناء وتذييد الترميػ صناعة في ليا والحاجة أىميتيا حيث مؼ التالية للبنؽد تقييمغ ما
.مناسبا تراه الذي الرقػ أمام( √) عالمة وضع يرجى
رقػال
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1يػ
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نسحجة وترػر السبشى بذكل ثالثي األبعاد 1السحاكاة ألمػر معيشة تؤثخ عمى السبشى السخاد إنذاؤه مغ خالل نسػذج 2
إفتخاضي ثالثي األبعاد ، وذلظ بيجف اختيار الحل األفزل. مثل محاكاة اإلضاءة، والصاقة وغيخىا
إدارة التغييخ في الترسيع )في حال حجث تغييخ عمى ترسيع السبشى، فإن 3 في كال مغ: السداقط، والػاجيات، والسقاشع( التعجيل سيطيخ تمقائيا
محاكاة البشاء بغخض فيع كيفية البشاء والتشفيح مغ خالل نسػذج افتخاضي 4 لمسبشى السخاد تشفيحهثالثي األبعاد )إنذائي، وميكانيكي، وكيخبائي(
عسل ججول زمشي مرػر لسخاحل البشاء وذلظ بخبط الججول الدمشي 5 بشسػذج افتخاضي ثالثي األبعاد لمسبشى
ت السبشى وعسمية البشاء باالعتساد عمى نسػذج ػناتقجيخ التكاليف لسك 6 افتخاضي ثالثي األبعاد
وتشطيع وتختيب أماكغ السعجات ومػاد تخصيط مػقع البشاء بذكل سميع 7 البشاء
التخصيط لألمغ والدالمة ومخاقبة ذلظ في مػقع البشاء 8حداب الكسيات الالزمة مغ مػاد البشاء وحداب عجد العسال الالزم إلتسام 9
العسل وذلظ باالعتساد عمى نسػذج افتخاضي ثالثي األبعاد لمسبشى
ة ف )مصابق لمػاقع( يحتػي عمى كا نسػذج ثالثي األبعاد لمسبشىاستخجام 10 البيانات الالزمة بيجف إدارة وتذغيل السبشى
لثالجزء الثا
188
رقػال
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عمى سبيل السثال إدارة ة بذكل سميع )إدارة التػسع السدتقبمي لمسشذأ 11تػسيع السبشى وتصػيخه ، ة في حال مجروسالتسجيج في البشية التحتية بذكل
(ىلغيخىا مغ السخافق الخاصة بالسبشباإلضافة
جسيع البيانات الخاصة تػفيخ ججولة الريانة الالزمة لمسبشى مغ خالل 12 بسكػنات السبشى
تخشيج استيالك الصاقة لمسبشى 13كتابة التقاريخ وأرشفة البيانات في قاعجة بيانات واحجة متكاممة مغ خالل 14
لمسبشى نسػذج ثالثي األبعاد
تػفيخ معمػمات تفريمية حػل أي بشج يخز السبشى في جسيع مخاحل 15 دورة حياتو
،واإلنذائي ،نقل البيانات دون فقج أي مشيا ما بيغ السيشجسيغ )السعساري 16 والسيكانيكي( الحيغ يدتخجمػن نطام بخامج واحج ،والكيخبائي
في صناعة الترميػ والبناء في قطاع غزة؟ يرجى وضع عالمة مؼ حيث فائدتياما تقييمغ للبنؽد التالية ( أمام الرقػ الذي تراه مناسبا.√)
رقػال
البند
1جدا
لة قلي
رجة بد
فيد.م
2لة
قليرجة
بدفيد
.م
3طة
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رجة بد
فيد.م
4بيرة
ة كدرج
د بمفي
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5جدا
رة كبي
جة بدر
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إدراك السالظ لفكخة الترسيع مغ خالل نسػذج افتخاضي ثالثي قػيةت 1 األبعاد لمسبشى
دعع اتخاذ القخار لمسيشجسيغ والسالظ بذأن خيارات الترسيع مغ خالل 2الترسيع السختمفة باالعتساد عمى نسػذج افتخاضي السقارنة بيغ بجائل ثالثي األبعاد لمسبشى
،واإلنذائي ،تعديد التعاون ما بيغ أعزاء فخيق الترسيع )السعساري 3 والكيخبائي( ،والسيكانيكي
تقميل إعادة الترسيع، وإدارة / تحديغ جػدة الترسيع )تقميل األخصاء 4 التغييخات في الترسيع(
ويديج مغ قيسة السبشى تحديغ الترسيع السدتجام الحي يقمل مغ الفػاقج 5 تحديغ الترسيع الحي يجعع األمغ والدالمة 6
رابعالجزء ال
189
رقػال
البند
1جدا
لة قلي
رجة بد
فيد.م
2لة
قليرجة
بدفيد
.م
3طة
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فيد.م
4بيرة
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.
5جدا
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مثل ) بسا يتالئع مع الجػدة والتكاليف تحديغ اختيار مكػنات البشاء بعشاية 7 أنػع األبػاب والذبابيظ، نػع تكدية الججران الخارجية، وغيخىا(
فيع تدمدل أعسال التذييج لمسبشىالقجرة عمى زيادة 8 تعديد تشديق العسل مع مقاولي الباشغ/ والسػرديغ لمسػاد الالزمة لمبشاء 9
نات السبشى السدبقة الرشع والجاىدة لمتخكيب في ػ زيادة جػدة ترسيع مك 10 السػقع وتقميل تكاليفيا
والدالمة والسخاقبة في السػقع/ الحج مغ السخاشخ تحديغ تخصيط األمغ 11 في السػقع
زيادة دقة الججولة الدمشية والتخصيط ألعسال تذييج البشاء 12 ة تقجيخ تكاليف تذييج البشاءق زيادة د 13 تحديغ االترال بيغ األشخاف السذاركة في السذخوع 14 في مخحمة البشاء (Change/ Variation orders)تقميل أوامخ التغييخ 15 األشخاف السذاركة في السذخوعتقميل الشداعات بيغ 16 ة اإلجسالية والتكمفة اإلجسالية لمسذخوعج تقميل الس 17تحديغ استخجام وتصبيق تقشيات البشاء التي تزسغ الحرػل عمى حمػل 18
أثشاء البشاء واليجممدتجامة لمحج مغ ىجر السػاد
خالل نسػذج مغ السعمػمات الخاصة بكامل حياة السبشى سيػلة استخجاع 19 مصابق لمسبشىثالثي األبعاد
اتخاذ دعع خالل مغ استجامتو عمى لمحفاظ السبشى وتذغيل إدارة تحديغ 20 بالسبشى الستعمقة السدائل بذأن (عغ السبشى لمسدؤوليغالقخارات )
زيادة التشديق بيغ أنطسة التذغيل السختمفة السدتخجمة في السبشى مثل: 21 )الشطام األمشي واإلنحار، اإلضاءة، التكييف، وغيخىا(
تعديد كفاءة استجامة السبشى 22 لمسشذأة بذكل دائع )الػقائية، والعالجية( تحديغ التخصيط لمريانة 23 الع التكاليف الكاممة لمسشذأة وإدارتيا عمى نحػ فالديصخة عمى 24زيادة األرباح مغ خالل التدػيق لمسبشى باستخجام نسػذج ثالثي األبعاد 25
عمى البيانات الالزمة الخاصة بو و ويحتػي مصابق ل
تحديغ إدارة الصػارئ )وضع خصط لتجشب السخاشخ والتعامل مع 26 والدالزل، وغيخىا(الكػارث مثل الحخائق،
190
ىػ عسل قاعجة بيانات واحجة متكاممة مغ خالل نسػذج ( BIMأكثخ ما يسيد تكشػلػجيا نسحجة معمػمات البشاء )الترسيع واإلنذاء. ويسكغ الػصػل إلى كل محتػياتيا مغ افتخاضي ثالثي األبعاد لمسبشى يدجل فييا كافة قخارات
.كافة فخق العسل في السذخوع كل حدب صالحياتو، ومغ ىحه أعاله السحكػرة السيدة عمى الحرػل بيجف األمػر مغ لمعجيج BIM تصبيق يحتاج ،أخخى جية مغ
الجديدة الالزمة لتطبيقو، والترتيبات الالزم إعدادىا داخل مكان العمل لتبني ىذه التكنؽلؽجيا ج)البرام األمػر: (.حتياجاتالجديدة، باإلضافة إلى ضرورة التعاون بيؼ كافة األطراف المذاركة في المذروع، وغيرىا مؼ اال
ء في قطاع غزة: رناعة الترميػ وتذييد البناالحالي لؽضع لمعرفتغ ل بحدب، و ذلغبناء على و رقػ الذي تراه مناسبا.( أمام ال√عالمة )وضع ؟ يرجى BIMالتالية أمام تطبيق تكنؽلؽجيا للعؽائق ما تقييمغ
رقػال
العائق
1جدا
ف ضعي
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2يف
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فزال عغ تكاليف تحجيثات ،BIMالتكاليف الالزمة لذخاء بخامج ارتفاع 1 لتتشاسب مع ىحه البخامجاألجيدة الالزمة
مغ قبل أصحاب السرمحة في السذخوع BIM تكشػلػجياب عجم السعخفة 2 BIMعجم السعخفة بكيفية تصبيق بخامج 3السدتخجمة حاليا ىي بخامج تفي بحاجة التقميجية االعتقاد بأن البخامج 4
وال تػجج حاجة لبخامج ،بكفاءة وإنجاز السذخوع ألداء العسلالسيشجسيغ BIMل بخامج ثججيجة م
سكاتب اليشجسية التي يسكغ أن تعػد عمى ال BIMبفػائج عجم السعخفة 5 والسذاريع والذخكات
ال بيغ أصحاب السرمحة في السذخوع لتبادلفع عجم وجػد تعاون 6نطخا لمصبيعة السجدأة لرشاعة الترسيع BIMالسعمػمات الالزمة لتصبيق وتذييج البشاء في قصاع غدة
مقاومة الذخكات والسؤسدات ألي تغييخ يسكغ أن يصخأ عمى نطام سيخ 7 ي أي تكشػلػجيا ججيجةش العسل فييا، ورفس تب
نقز القجرة السالية لمذخكات الرغيخة الالزمة لبجء سيخ العسل الججيج 8 الع عمى نحػ ف BIM الالزم لتصبيق تكشػلػجيا
متخكيد عمى مذاريع قيج العسل )تحت اإلنذاء( بجال مغ لتفزيل الذخكات 9 وتقييسو وتصبيقو BIMبحل الػقت لمشطخ في أمخ
صعػبة العثػر عمى أشخاف مذاركة في السذخوع تكػن لجييا الكفاءة 10 BIMالسصمػبة لمسذاركة في تصبيق تكشػلػجيا
بذكل كامل BIMعجم وجػد أنطسة حكػمية تجعع تصبيق 11
خامسالجزء ال
191
رقػال
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في ترسيع وتشفيح السذخوع BIM سالظ استخجام تكشػلػجياالب شم عجم 12 وبالتالي ال يػجج دافع لمتفكيخ باعتساده في العسل
بشاء حقيقي في قصاع غدة أو في أماكغ مجاورة في السشصقة تع عجم وجػد 13 وأثبت عائجا إيجابيا لالستثسار BIMتكشػلػجيا ػاسصةتشفيحه ب
السبشى عمى مجى الحياة بعج عجم االىتسام في قصاع غدة بستابعة حالة 14 االنتياء مغ مخحمة تشفيحه
BIMفي استخجام بخامج تخرريغ ذوي خبخةعجم وجػد ميشجسيغ م 15سػاء بالجامعة أو أي مخاكد BIMتجريب عمى استخجام عجم التعميع أو ال 16
حكػمية أو خاصة تجريبية
،ججيجة بدبب ثقافتيع التعميسيةعجم رغبة السيشجسيغ لتعمع تصبيقات 17 السألػفة لجييع البخامج تجاه وتحيدىع
التخدد في تجريب السيشجسيغ نطخا لستصمبات التجريب السكمفة مغ ناحية 18 الػقت والسال
شكخا جديال عمى وقتظ الثسيغ والجيج السبحول في ىحا االستصالع
192
Appendix C: Correlation coefficient
193
Table (C1): The correlation coefficient between each paragraph/ item in the field and the whole
field (The first field is the awareness level of BIM by the professionals) N
um
ber
Item
Pea
rson
coef
fici
ent
P-v
alu
e
A1 I have read some research and studies about BIM. 0.83 0.00*
A2 Some of my college courses at University talked about BIM. 0.68 0.00*
A3 I have a good idea about the concept of BIM technology. 0.89 0.00*
A4 I have a high rate of information regarding the use of BIM technology
in Engineering project management.
0.83 0.00*
A5 I have an idea about how to use BIM technology programs. 0.89 0.00*
A6 I know that Revit and ArchiCAD programs are BIM technology
techniques.
0.81 0.00*
A7 I use BIM technology in my job. 0.69 0.00*
A8 I think that BIM technology is important for the AEC industry in Gaza
strip.
0.87 0.00*
A9 I think that BIM technology has a positive impact on the sustainable
environment.
0.89 0.00*
Table (C2): The correlation coefficient between each paragraph in the field and the whole field
(The second field is the importance of BIM functions)
Num
ber
Items
Pea
rson
coef
fici
ent
P-v
alu
e
F1 Three-dimensional (3D) modeling and visualization 0.71 0.00*
F2 Functional simulations to choose the best solution (such as Lighting,
energy, and any other sustainability information) 0.49 0.00*
F3 Change Management (any modification to the building design will
automatically replicate in each view such as floor plans, sections, and
elevation)
0.65 0.00*
F4 Visualized constructability reviews/ Building simulation (a 3D
structural model as well as a 3D model of Mechanical, Electrical,
and Plumbing (MEP) services)
0.63 0.00*
F5 Four-dimensional (4D) visualized scheduling and construction
sequencing 0.73 0.00*
F6 Model-based cost estimation (Five-dimensional (5D)) 0.50 0.00*
F7 Model-based site planning and site utilization 0.59 0.00*
F8 Safety planning and monitoring on-site 0.65 0.00*
F9 Model-based quantity take-offs of materials and labor 0.60 0.00*
F10 Creation of as-built model that contains all the necessary data to
manage and operate the building (facility management) 0.68 0.00*
F11 Future expansion/ extension in facility and infrastructure 0.68 0.00*
F12 Maintenance scheduling via as-built model 0.70 0.00*
F13 Energy optimization of the building 0.60 0.00*
F14 Issue Reporting and Data archiving via a 3D model of the building 0.72 0.00*
F15 Managing metadata (provide information about an individual item's
content) via a 3D model of the building 0.82 0.00*
F16 Interoperability and translation of information (among the
professionals) within the same system/ program 0.71 0.00*
194
Table (C3): The correlation coefficient between each paragraph in the field and the whole field
(The third field is the value of BIM benefits) N
um
ber
Items
Pea
rson
coef
fici
ent
P-v
alu
e
BE 1 Improve realization of the idea of a design by the owner via a 3D
model of the building 0.58 0.00*
BE 2 Support design decision-making by comparing different design
alternatives on a 3D model 0.54 0.00*
BE 3 Enhance design team collaboration (Architectural, Structural,
Mechanical, and Electrical Engineers) 0.67 0.00*
BE 4 Improve design quality (reducing errors/ redesign and managing
design changes) 0.52 0.00*
BE 5 Improve sustainable design and lean design 0.76 0.00*
BE 6 Improve safety design 0.56 0.00*
BE 7
Improve the selection of the construction components carefully in
line with the quality and costs (such as types of doors and windows,
coverage type of the exterior walls, etc.)
0.69 0.00*
BE 8 Improve understanding the sequence of the construction activities 0.68 0.00*
BE 9 Enhance work coordination with subcontractors and suppliers
(supply chain)
0.62 0.00*
BE 10 Increase the quality of prefabricated (digitally fabricated)
components and reduce its costs
0.55 0.00*
BE 11 Improve safety planning and monitoring on-site/ reduce risks 0.68 0.00*
BE 12 Increase the accuracy of scheduling and planning 0.79 0.00*
BE 13 Increase the accuracy of cost estimation 0.76 0.00*
BE 14 Improve communication between project parties 0.73 0.00*
BE 15 Reduce change/ variation orders in the construction stage 0.73 0.00*
BE 16 Reduce clashes among the stakeholders (clash detection) 0.78 0.00*
BE 17 Reduce the overall project duration and cost 0.72 0.00*
BE 18 Improve the implementation of lean construction techniques to get
sustainable solutions for reducing waste of materials during
construction and demolition
0.75 0.00*
BE 19 Ease of information retrieval for the entire life of the building
through as-built 3D model
0.69 0.00*
BE 20 Improve the management and the operation of the building to
maintain its sustainability by supporting decision-making on matters
relating to the building
0.75 0.00*
BE 21 Increase coordination between the different operating systems of the
building (such as security and alarm system, lighting, air
conditioning, etc.)
0.76 0.00*
BE 22 Enhance energy efficiency and sustainability of the building 0.63 0.00*
BE 23 Improve maintenance planning (preventive and curative)/
maintenance strategy of the facility
0.72 0.00*
BE 24 Control the whole-life costs of the asset effectively 0.71 0.00*
BE 25 Increase profits by marketing for the facility via a 3D model 0.49 0.00*
BE 26 Improve emergency management (put plans for avoiding hazards
and cope with disasters such as fire, earthquakes, etc.)
0.77 0.00*
195
Table (C4): The correlation coefficient between each paragraph in the field and the whole field
(The fourth field is the strength of BIM barriers) um
ber
BIM barrier
Pea
rson
coef
fici
ent
P-v
alu
e
BA 1 Necessary high costs to buy BIM software and costs of the
necessary hardware updates 0.35 0.03
BA 2 Lack of the awareness of BIM by stakeholders 0.57 0.00*
BA 3 Lack of knowledge of how to apply BIM software 0.63 0.00*
BA 4 Professionals think that the current CAD system and other
conventional programs satisfy the need of designing and performing
the work and complete the project efficiently
0.54 0.00*
BA 5 Lack of the awareness of the benefits that BIM can bring to
Engineering offices, companies, and projects 0.57 0.00*
BA 6 Lack of effective collaboration among project stakeholders to
exchange necessary information for BIM application, due to the
fragmented nature of the AEC industry in Gaza strip
0.50 0.00*
BA 7 Resistance by companies and institutions for any change can occur
in the workflow system and the refusal of adopting a new
technology
0.47 0.00*
BA 8 Lack of the financial ability for the small firms to start a new
workflow that is necessary for the adoption of BIM effectively 0.45 0.00*
BA 9 Companies prefer focusing on projects (under working/
construction) rather than considering, evaluating, and implementing
BIM
0.52 0.001
BA 10 Difficulty of finding project stakeholders with the required
competence to participate in applying BIM 0.52 0.00*
BA 11 Lack of the governmental regulations for full support the
implementation of BIM 0.61 0.00*
BA 12 Lack of demand and disinterest from clients regarding with using
BIM technology in design and construction of the project 0.48 0.00*
BA 13 Lack of the real cases in Gaza strip or other nearby areas in the
region that have been implemented by using BIM and have proved
positive return of investment
0.63 0.000
BA 14 Lack of interest in Gaza strip to pursue the condition of the building
over the life after completion of implementation stage 0.66 0.00*
BA 15 Lack of Architects/ Engineers skilled in the use of BIM programs 0.74 0.00*
BA 16 Lack of the education or training on the use of BIM, whether in the
university or any governmental or private training centers 0.76 0.00*
BA 17 The unwillingness of Architects/ Engineers to learn new
applications because of their educational culture and their bias
toward the programs they are dealing with
0.52 0.00*
BA 18 Reluctance to train Architects/ Engineers due to the costly training
requirements in terms of time and money 0.47 0.00*
All thanks and praise are due to
ALLAH
“Alhamdulillah”