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CO
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CONTENT
1. WELCOME 3
3. ORAL SESSION BY DAY 5
4. POSTER SESSIONS 43
5. INSTRUCTIONS FOR AUTHORS 91
6. GENERAL INFORMATION & SOCIAL PROGRAMME
7. ESC TRAINING COURSE
8. SPONSORS & EXHIBITORS
92
99
96
2. COMMITTEES & LOCAL ORGANISERS 4
PROGRAMME AT A GLANCE (separate flyer)
A detailed list of sub-comission meetings and business meetings of variousorganisations (ESC, EAEE, EMSC, ORFEUS...) will be distributed at the con-ference desk.
CS - Common SessionsES - Engineering SessionsSTS - Special Theme Sessions (Engineering)SC and SS - Sessions of the ESC
5.1 Oral Presentations5.2 Poster Presentations
8.1 Sponsors8.2 Exhibitor floor plan
9. CICG MAP
97
10710. MAP OF GENEVA
107
10. M
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1.W
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3
1. WELCOME
Dear Colleague,
The European Association of Earthquake Engineering (EAEE) and the European SeismologicalCommission (ESC) have long traditions of periodic conferences: the European Conference onEarthquake Engineering (ECEE) takes place every four years, and the General Assembly of the ESCevery second year, respectively. In 2006, the EAEE and the ESC join the 13th ECEE and the 30th ESCGeneral Assembly to hold for the first time in common the First European Conference on EarthquakeEngineering and Seismology (1st ECEES). The future will show whether common conferences becomea new tradition!
It is with great pleasure that we invite you to join us at the 1st ECEES in Geneva on 3-8 September2006. Do not miss this excellent opportunity for exchanges between seismologists and earthquake engi-neers. We will provide a stimulating forum for your discussions and a convivial atmosphere in which tomake acquaintances and renew old friendships. A comprehensive grant programme, financed by theSwiss Government, supports the participation of students and young researchers from economicallyweak countries.
We work hard to deliver a conference of the highest technical standards in an outstanding venue, theCentre International de Conférences de Genève (CICG), with an imaginative and varied programme.The conference includes all the elements you are used to find in the ECEE and ESC Assembly, as wellas a number of new events fostering the interaction between earthquake engineers and seismologists,including common sessions, common keynote speakers and sessions discussing issues with oppositeviewpoints of experts. In addition, a training course in engineering seismology will be hosted by theSwiss Seismological Service at the Swiss Federal Institute of Technology in Zurich in the week followingthe 1st ECEES.
A varied programme for participants and accompanying persons will allow you to take full advantage ofthe conference location in Geneva, one of the important cultural cities of Europe, located at the foot ofthe majestic Alps. The conference dinner will take place on 100-year old steam ships cruising on theworld famous lake of Geneva.
We are confident that you will find participation in this first common conference to be both professionallyrewarding and personally enjoyable.
Martin Koller and Domenico GiardiniCo-Chairmen of the 1 st ECEES
Robin Spence President of the EAEE
Claudio EvaPresident of the ESC
4
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Local Organising Committee
Martin KollerSGEB, Résonance Ingénieurs-Conseils SA, GenevaCo-Chairman
Domenico GiardiniSwiss Seismological Service (SED), ETH, ZurichCo-Chairman
Olivier LateltinFederal Office for the Environment FOEN, BernExecutive Secretary
Alessandro DazioInstitute of Structural Engineering (IBK), ETH, Zurich
Donat FähSwiss Seismological Service (SED), ETH, Zurich
Martin WielandSGEB, Pöyry Energy Ltd, Zurich
International Scientific Committee
Nick Ambraseys, U.KDrazen Anicic, CroatiaAtilla Ansal, TurkeyRafael Blázquez Martínez, SpainRémy Bossu, FrancePanayotis Carydis, GreeceIna Cecic, SloveniaMassimo Cocco, ItalyMauro Dolce, ItalyBernard Dost, HollandClaudio Eva, ItalyPeter Fajfar, SloveniaRainer Flesch, AustriaMariano Garcia Fernandez, SpainMarek Grad, PolandGiuseppe Grandori, ItalyAli Akbar Moinfar, IranRoger Musson, U.K.Pierre-Alain Nazé, FranceCarlos Sousa Oliveira, PortugalGerassimos Papadopoulos, GreeceAvi Shapira, U.K.
Peter Suhadolc, ItalyMassimiliano Stucchi, ItalyRobin Spence, U.K.Jiri Zahradnik, Czech RepublicJochen Zschau, Germany
Local Support Committee
Hugo Bachmann Nico DeichmannThierry DelémontBlaise Duvernay Glauco FeltrinMonika GislerPhilip KästliPierino LestuzziSujan MallanXavier MittazKerstin Pfyl-LangJost StuderThomas WenkPeter Zwicky
2. COMMITTEES & LOCAL ORGANISERS
5
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ER3. ORAL SESSIONS BY DAY
MONDAY 4th SEPTEMBER
EAEE opening plenary
09:00 - 10:00
09:00 - 09:30
ESC opening plenary
10:00 - 11:00With the partipation of the President of the Swiss Confederation, Moritz Leuenberger
11:00 - 12:15
N. Priestley
R. Madariaga
09:00 - 09:50
Room 1
ID n°Author(s) / speaker TitleTime
RE-THINKING SEISMIC HAZARD MAPPING AND DESIGN RETURNPERIODSTOWARDS BETTER CHARACTERIZATION OF SEISMIC DEMANDSFOR DESIGNSELECTING AND SCALING ACCELEROGRAMS FOR DYNAMIC ANALYSISA PANEL (KEYNOTE LECTURERS, E. FACCIOLI & M. FARDIS)
J. Bommer
E. Miranda
N. Abrahamson
R. Pinho
1304
1477
1306
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 15:00
13:30 - 15:00
CS1-I Seismic Input for Design (EC8 and Others)Chairpersons: R. Pinho and J. Bommer
Room 1
Room 1
Room 3
Room 1
Seismological information for displacement-based design: A structural engineer's wish list Earthquake dynamics and the prediction of strong groundmotion
Common keynote lecture - K1
12:15 - 13:30
Welcome coffee
Lunch
Parallel session A
Room 4
Time Author(s) / speaker Title ID n°
13:30 - 15:00
ES 3c-I Structural Engineering - ConcreteChairpersons: P. Bisch and B. Yüksel
Parallel session C
AXIAL LOAD CAPACITY OF R/C COLUMNS WITH VARIOUS REINFORCING DETAILS AND CONCRETE STRENGTHANALYTICAL STUDY ON ESTIMATED DAMAGE TO REINFORCEDCONCRETE COLUMNS IN AN EARTHQUAKEDISPLACEMENT CAPACITY ESTIMATION FOR RC COLUMNS.COMPARISON BETWEEN ANALYTICAL AND EXPERIMENTALRESULTSBOND BETWEEN CORRODED BARS AND CONCRETE UNDERCYCLIC LOADING: EXPERIMENTAL TESTSAPPLICATIONS OF STEEL RETROFIT SCHEMES FOR DEFICIENTBUILDINGS IN TURKEYSTUDY OF VARIATION IN SEISMIC PERFORMANCE EVALUATION OFCONCRETE FRAMES
D. Kato, Z. Li, T. Yatutuka, Y. NakamuraK. Kanemoto, H. Sakata, A. WadaV. Popa, D. Cotofana
M. Valente, A. Castellani
R. Ozcelik, B. Binici
T. Takeuchi, Y. Sun, T. Fukuhara
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
347
344
1031
661
1030
500
SUNDAY 3rd SEPTEMBER
18:00 - 20:00 Ice breaker Level 0
Opening ceremony
6
Room 21
Author(s) / speaker Title
13:30 - 15:00
ES 3d-I Structural Engineering - ControlChairpersons: M.G. Dolce and G. Feltrin
Parallel session D
DYNAMIC BEHAVIOR OF A 9-STOREY BASE ISOLATED BUILDINGESTIMATED FROM STRONG MOTION RECORDS TUNED MASS DAMPERS TO CONTROL THE BASE-ISOLATEDBENCHMARK BUILDING MODELEXPERIMENT AND ANALYSIS OF SLIDING BEARINGS WITH VARIABLE FREQUENCY FOR NEAR-FAULT SEISMIC ISOLATION HYBRID PASSIVE CONTROL USING BASE ISOLATION SYSTEMS ANDDUCTILE CLADDING CONNECTIONS APPLICATIONS AND EFFICIENCY OF A SMART ELASTOMERIC ISOLATOR SEISMIC PERFORMANCE OF ELEVATED LIQUID TANKS ISOLATEDBY SLIDING SYSTEMS
T. Kashima, Y. Kitagawa
B. Palazzo, L. Petti, M. De Iuliis, S. Sguazzo L. Lu, J. Wang, C. Hsu
D. Tumay, G. Barry, C. James J. Zevnik, M. Fischinger, T. IsakoviczM. Shrimali
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
871
133
183
1467
1511
1784
Room 23
Author(s) / speaker Title
13:30 - 15:00
ES 3g-I Structural Engineering - Steel Chairpersons: G. Mulas and P. Lestuzzi
Parallel session E
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES
EFFECTIVENESS OF A DESIGN METHOD FOR CHEVRON BRACESBASED ON THE ULTIMATE LATERAL STRENGTH RECOMMENDATIONS FOR THE EARTHQUAKE RESISTANT DESIGNOF BRACED STEEL FRAMES CAPACITY DESIGN PROCEDURES AND TESTING OF PERFORATEDSTEEL PLATE SHEAR WALLS SEISMIC BEHAVIOUR OF STEEL FRAMES WITH SEMI-RIGIDCONNECTIONS DISCUSSION
P. Rossi, M. Bosco,A. Lombardo A. Ghersi, E. Marino, M. Muratore J. Goggins, B. Broderick, A. Elghazouli M. Bruneau, D. Vian
M. Valente
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
268
230
966
30
662
Room 22
Author(s) / speaker Title
13:30 - 15:00
STS E7 European Research on the Performance of Experimental Facilities Chairpersons: R. Severn and F. Molina
Parallel session F
EUROPEAN RESEARCH ON THE PERFORMANCE OF EXPERIMENTAL FACILITIES NEFOREEE - PERFORMANCE BENCHMARK OF THREE MAJOREUROPEAN SHAKING TABLES TESTING PERFORMANCE BENCHMARK FOR SHAKING TABLES ANDREACTION WALLS WITHIN THE NEFOREEE PROJECT
NEFOREEE TASKS 4 AND 5: AUTOMATIC CONTROL OF DYNAMICALLY SUBSTRUCTURED TEST SYSTEMS AND MULTIPLESUPPORT INPUTRELIABILITY OF QUALIFICATION TESTS OF INDUSTRIAL PRODUCTSUSING SHAKING TABLES
R. Severn
J. Queval, R. Bairrao, P. Caridys F. Molina, R. Bairrao, T. Blakeborough, O. Bursi, D. Tirelli, G. Magonette, H. Mouzakis, M. Williams D. Stoten, A. Crewe
G. Franchioni, M. Fratelli, R. Fregonese
Time
13:30 - 13:40
13:40 - 14:00
14:00 - 14:20
14:20 - 14:40
14:40 - 15:00
ID n°
367
110
303
1809
795
Room 18
Author(s) / speaker Title
13:30 - 15:00
SC-B 2-I The 20th Century Strong Euro-Mediterranean Earthquakes from HistoricalSeismogramsChairpersons: J. Batllo and D. Kaiser
Parallel session G
EUROSEISMOS PROJECT 2002-2006: OBJECTIVES AND MAINRESULTS THE SISMOS FACILITY AT INGV
G. Ferrari
A. Michelini, T. Sismos
Time
13:30 - 13:45
13:45 - 14:00
ID n°
2013
1957
3. O
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BY
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4th
SE
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STORING AND DISSEMINATING THE INFORMATION AND DATA OFHISTORICAL INSTRUMENTAL SEISMOLOGY: THE TROMOS DATA-BASE AND THE EUROSEISMOS WEBSITE HSDB HISTORICAL SEISMOMETRY DATABASE PROJECTMOMENT MAGNITUDE ESTIMATION OF GREAT LATE 19TH ANDEARLY 20TH CENTURIES EARTHQUAKES FROM THE OLD SEISMOGRAMS OF GEODYNAMIC OBSERVATORIES IN THE ISCHIAISLAND (SOUTHERN ITALY) THE CHAMONIX, 1905, EARTHQUAKE: FOCAL MECHANISM DETERMINATION BASED ON TWO GOETTINGEN WIECHERTRECORDS
G. Tarabusi, G. Ferrari, M. Caciagli
A. Bono J. Batlló, G. Ferrari, R. Macià
M. Cara, P. Alasset, L. Rivera, J. Van der Woerd, J. Frechet
14:00 - 14:15
14:15 - 14:30 14:30 - 14:45
14:45 - 15:00
2036
1543 1981
1866
Room 15
Time Author(s) / speaker Title ID n°
13:30 - 15:00
SC-F 6-I Geophysical and Civil Engineering Aspects of Hazard, Risk, andMitigation for Major European Cities Chairpersons: M. Erdik and D. Lungu
Parallel session H
EARTHQUAKE MASTER PLAN FOR ISTANBULEARTHQUAKE RISK ASSESSMENT FOR INDUSTRIAL FACILITIES INTHE ISTANBUL METROPOLITAN AREA
ESTIMATE OF FREQUENCY AND DAMPING FOR LARGE SETS OFBUILDINGS IN DENSE URBAN AREAS AN ADVANCED APPROACH TO EARTHQUAKE RISK SCENARIOS OFSOFIA
EARTHQUAKE RISK RESEARCH IN ROMANIA - !0 YEARS OF COLLABORATIVE EFFORTS
A. Ansal E. Durukal, M. Erdik, E. Uckan, K. Sesetyan, M. Demircioglu M. Mucciarelli, M. Gallipoli
A. Kaneva, M. Kostov, E. Vaseva, D. Stefanov, G. Varbanov, N. Koleva F. Wenzel, G. Schmitt
13:30 - 14:00 14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
1901 2042
211
831
480
Room 3
Time Author(s) / speaker Title ID n°
13:30 - 15:00
SC-F 4 Geoinformation Technologies Oriented to Seismic Hazard and SeismicRisk Assessment Chairpersons: V. Gitis and G. Martinelli
Parallel session I
GIS BASED EARTHQUAKE DISASTER MANAGEMENT AND MITIGATION INFORMATION SYSTEM (EDMMIS) GIS-BASED JAPAN ENGINEERING GEOMORPHOLOGIC CLASSIFICATION DATABASE FOR SEISMIC HAZARD ASSESSMENTRISK ASSESSMENT FOR THE ROAD NETWORK IN THE FRENCH-ITALIAN BORDER REGION USING WEB SERVICES
ELECTROSTATIC IMAGING TO DETECT POSSIBLE EARTHQUAKEPRECURSORY STRUCTURAL CHANGES GEOTIME II: A WEB-GIS FOR A COMPLEX ANALYSIS OF SPATIO-TEMPORAL PROCESSES GIS BASED DATABASE AND TOOLS DEVELOPED FOR THE SEISMICITY STUDIES AND SEISMIC HAZARD ASSESSMENT OFGEORGIA
B. Sarma
K. Wakamatsu, M. Matsuoka
J. Douglas, J. Serrano, D. Coraboeuf, F. Robida, H. Modaressi, M. Atkinson, G. Vowles, I. Holt B. Ustundag, O. Kalenderli,H. Eyidogan V. Gitis, A. Derendiaev, P. Metrikov M. Elashvili, Z. Javakhishvili,T. Mumladze, T. Godoladze
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
719
762
827
1623
537
1436
15:00 - 15:30 Coffee break
Room 1
Author(s) / speaker Title
15:30 - 17:00
CS1-II Seismic Input for Design (EC8 and Others)Chairperson: C. Papaioannou
Parallel session A
ESTIMATION OF PERMANENT GROUND DISPLACEMENT FORMNEAR-FAULT STRONG MOTION ACCELEROGRAM
C. Loh, S. Chen, S. Chao
Time
15:30 - 15:45
ID n°
1631
3. O
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BY
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SE
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8
FAULT SURFACE RUPTURES: "ASPERITY STRAIN" AND POSSIBLERELATION TO MAXIMUM GROUND SURFACE SLIPS EUROCODE 8: COMPLIANT RECORD SETS FOR SEISMIC ANALYSISOF STRUCTURES STRONG-MOTION RECORDS SELECTION FOR STRUCTURALTESTING SEISMIC HAZARD DATA MATCHING THE NEW ITALIAN BUILDINGCODE
MULTIPARAMETER SEISMIC HAZARD ASSESSMENT FOR THE THESSALONIKI (N. GREECE) AND VALIDATION OF THE RESULTS
J. Johansson, K. Konagai
I. Iervolino, G. Maddaloni, E. Cosenza J. Douglas
C. Meletti, G. Calvi, G. DiPasquale, A. Gomez Capera,V. Montaldo, M. Stucchi C. Papaioannou
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
1930
113
5
1949
1913
Room 2
Author(s) / speaker Title
15:30 - 17:00
CS4-I Strong Motion: Use and ModellingChairpersons: F. Scherbaum and J. Zahradnik
Parallel session B
STOCHASTIC FINITE-FAULT MODELING OF STRONG-MOTIONRECORDS FROM THE 2003 BAM EARTHQUAKE IN IRAN ON THE APPLICABILITY OF ONE-DIMENSIONAL CRUSTALSTRUCTURES FOR GROUND-MOTION SIMULATION MODELING OF DISTRIBUTION OF GROUND MOTION PARAMETERSDURING STRONG VRANCEA (ROMANIA) EARTHQUAKES NEW EMPIRICAL PREDICTIVE EQUATIONS FOR THE FOURIERAMPLITUDE SPECTRUM OF ACCELERATION AND ARIAS INTENSITYIN NEW ZEALAND WIDEBAND SIMULATION OF EARTHQUAKE GROUND MOTION BY ASPECTRUM-MATCHING, MULTIPLE-PULSE TECHNIQUE THE HYBRID EMPIRICAL METHOD AND ITS USE IN PREDICTINGSTRONG GROUND MOTION IN EUROPE
A. Nicknam, S. Yaghmaei, A. Yazdani J. Douglas, H. Aochi, P. Suhadolc, G. Costa V. Sokolov, K. Bonjer
P. Stafford, J. Berrill,J. Pettinga
A. Gusev, V. Pavlov
K. Campbell
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
13
18
363
820
408
459
Room 4
Author(s) / speaker Title
15:30 - 17:00
ES 3c-II Structural Engineering - Concrete Chairpersons: H. Bachmann and X. Mittaz
Parallel session C
SEISMIC BEHAVIOUR OF RC STRUCTURAL WALLS WITH DEFICIENTLAP SPLICE AND SHEAR REINFORCEMENTSOME CONSIDERATIONS ON THE SEISMIC BEHAVIOR OF HYBRIDFIBRE CONCRETE STRUCTURAL WALLS ESTIMATE OF CRACK OPENING IN RC WALLS DURING AND AFTERAN EARTHQUAKE LATERAL LOAD CARRYING CAPACITY OF FRAMED SHEAR WALLSUBJECTED TO MONOTONIC INCREASED LOAD AT HIGH RATE DUCTILITY OF SYMMETRICALLY FLANGED SHEAR WALLS SEISMIC BEHAVIOUR OF PRECAST COLUMN-TO-FOUNDATIONGROUTED SLEEVE CONNECTIONS
M. Elnady, A. Ghobarah
D. Buzzini, A. Dazio
P. Bisch, D. Chauvel, J. Touret Y. Matsuoka, F. Esaki, M. Ono S. Yuksel P. Riva, A. Belleri
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45 16:45 - 17:00
ID n°
893
1460
1472
358
545 163
Room 21
Author(s) / speaker Title
15:30 - 17:00
ES 5-I Existing Structures and Earthquake Risk ReductionChairpersons: S. Lagomarsino and P. Zwicky
Parallel session D
PROBABILISTIC SEISMIC ASSESSMENT OF EXISTING R.C. FRAMES
PUSHOVER ANALYSES OF FRP RETROFITTED RC FRAMES
FRAGILITY BASED ASSESSMENT OF THE STRUCTURALDEFICIENCIES IN TURKISH RC FRAME STRUCTURES PREDICTION OF ULTIMATE ENERGY DISSIPATION CAPACITY OFEXISTING RC WAFFLE-FLAT-PLATE STRUCTURES A PROBABILISTIC PERFORMANCE EVALUATION OF ANASYMMETRIC REINFORCED CONCRETE FRAME (SPEAR) BUILDING P25 SCORING METHOD FOR DEFINING RAPIDLY THE COLLAPSEVULNERABILITY OF RC STRUCTURES
G. Rizzano, I.Tolone
B. Ferracuti, M. Savoia, R. Pinho, R. Francia B. Ay, M. Erberik, S. Akkar
A. Benavent-Climent, A. Catalan, X. Cahis M. Dolsek, P. Fajfar
I. Bal, S. Tezcan, F. Gulay
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
637
862
593
525
1388
67
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9
Room 23
Author(s) / speaker Title
15:30 - 17:00
ES 3g-II Structural Engineering - Steel Chairpersons: M. Bruneau and T. Delémont
Parallel session E
CORRELATION BETWEEN LOCAL AND GLOBAL CYCLICALSTRUCTURAL CAPACITY OF SMR FRAMES ON THE ACCURACY OF PUSHOVER ANALYSIS FOR ESTIMATINGTHE SEISMIC BEHAVIOR OF BRACED STEEL FRAMES APPLICABILITY OF MODERN SEISMIC CODES TO EXISTING STEELSTRUCTURES PROTOTYPE FOR EARTHQUAKE-RESISTANT RESIDENTIALBUILDINGS COMBINING STEEL FRAMES WITH LOCAL MATERIALS LARGE STEEL TRUSS BRIDGES OF THE TAIWAN HIGH SPEED RAILWAYDISCUSSION
E. Bojórquez, A. Díaz, S. Ruiz, A. Terán-Gilmore I. Hajirasouliha, H. Moghaddam B. Hoffmeister
T. Swain, J. Schwarz
E. Los, S. Sciani, M. Empelmann, D. Nowak
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
1027
102
1035
373
1450
Room 22
Author(s) / speaker Title
15:30 - 17:00
STS E8 Shaking Table Facilities and Testing for Advancement of EarthquakeEngineeringChairpersons: M. Nakashima and G. M. Calvi
Parallel session F
SHAKING TABLE AND ACTIVITIES AT E-DEFENSE
NEES-UCSD SHAKE TABLE AND TESTING ACTIVITIES AT THE UNIVERSITY OF CALIFORNIA, SAN DIEGO SHAKING TABLE AND RESEARCH ACTIVITIES AT EUCENTRE PAVIA
VALUES OF LARGE SHAKING TABLE STRUCTURAL TESTS
INTERNATIONAL COOPERATION, EXPERIENCES, VALUES, CHANCES DISCUSSION
K. Kajiwara, M. Sato, M. Nakashima J. Conte, J. Restrepo, J. Luco A. Pavese, G. Calvi, F. Dacarro G. Calvi, M. Nakashima, A. Pavese A. Pinto, P. Pegon
Time
15:30 - 15:43
15:43 - 15:56
15:56 - 16:09
16:09 - 16:22
16:22 - 16:35
16:35 - 17:00
ID n°
356
1474
1099
1104
1538
Room 18
Author(s) / speaker Title
15:30 - 17:00
SC-B 2-II The 20th Century Strong Euro-Mediterranean Earthquakes from HistoricalSeismograms Chairpersons: G. Ferrari and F. Bernardi
Parallel session G
1911 SWABIAN JURA, SOUTHERN GERMANY EARTHQUAKE: AREAPPRAISAL USING SEISMOGRAMS THE ALTA VAL TIBERINA (ITALY) EARTHQUAKE OF 26TH APRIL 1917:REASSESSMENT OF THE MAIN SEISMOLOGICAL PARAMETERS. THE SANTA SOFIA (ITALY) EARTHQUAKE ON 10TH NOVEMBER 1918:SEISMOLOGICAL PARAMETERS FROM HISTORICAL SEISMOGRAMS. THE MUGELLO (ITALY) EARTHQUAKE OF THE 29TH JUNE 1919: RE-EVALUATION OF THE SEISMIC PARAMETERS FROM HISTORIC SEIS-MOGRAMS THE EARTHQUAKE IN NORTHERN MARCHE (ITALY) ON 30TH OCTOBER 1930: REASSESSMENT OF THE SEISMIC PARAMETERSFROM HISTORICAL SEISMOGRAMS CONTRIBUTION TO THE STUDY OF THE 1951 EARTHQUAKES INSOUTHERN SPAIN
D. Kaiser, J. Batlló, G. Ferrari, R. Macià M. Caciagli, B. Palombo, J. Batlló G. Tarabusi, B. Palombo, G. Ferrari G. Ferrari, G. Tarabusi, B. Palombo
M. Caciagli, A. Nardi, J. Batlló
J. Batlló, D. Stich, B. Palombo, R. Macià, J. Morales
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
2021
1987
2002
2012
1998
1846
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Room 15
Author(s) / speaker Title
15:30 - 17:00
SC-F 6-II Geophysical and Civil Engineering Aspects of Hazard, Risk, andMitigation for Major European Cities Chairpersons: E. Durukal and F. Wenzel
Parallel session H
NATIONAL AND INTERNATIONAL EFFORTS FOR SEISMIC RISK MITIGATION IN BUCHAREST, ROMANIASEISMIC FRAGILITY OF HIGH RISE RC MOMENT-RESISTANTFRAMES. ESTIMATION OF DRIFT HAZARD APPLICATION OF DATA DERIVED BY REMOTE SENSING FOR VULNERABILITY ASSESSMENT OF URBAN AREAS EARTHQUAKE RISK MAP OF EUROPE CHARACTERIZATION OF THE UNDERGROUND GEOLOGICALSETTING OF FIRENZE (ITALY) FOR SEISMIC MICROZONATION STUDIES
D. Lungu, C. Arion, R. Vacareanu R. Vacareanu, B. Chesca, P. Olteanu J. Münich, L. Stempniewski
P. Malhotra F. Agili, V. D' Amico, G. Naso, N. Casagli,D. Albarello
Time
15:30 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45 16:45 - 17:00
ID n°
995
1000
1412
112 1865
Room 3
Author(s) / speaker Title
15:30 - 17:00
SS 4-I ESC-UNESCO Workshop on 'Earthquake Hazard and Seismic RiskReduction: Studies in the Southern Mediterranean Countries Chairpersons: D. Slejko and P. Gulkan
Parallel session I
ASSESSMENT OF SEISMIC HAZARD IN JORDAN
EVALUATION OF SEISMIC HAZARD IN ALGIERS USING DIFFERENTATTENUATION MODELS COMPLETENESS AND SCALING RELATIONS FOR THE EARTHQUAKECATALOGUE OF EGYPT
ASSESSMENT OF SITE SPECIFIC EARTHQUAKE HAZARDS INURBAN AREAS IN ISRAELTIME-DEPENDENT SEISMIC HAZARD ASSESSMENT OF NORTH-EASTERN ITALYSEISMIC HAZARD ASSESSMENT FOR THE ITALIAN TERRITORY INTERMS OF MACROSEISMIC INTENSITY
M. Jimenez, H. Al-Nimry, A. Khasawneh, T. Al-Hadid,K. Kahhaleh D. Benouar, M. Naili
H. Hussein, E. Abu El-Nader,I. Korrat, K. Abou Elenean, I. Marzouk, M. Elgabry Y. Zaslavsky, A. Shapira, M. Gorstein, P. Nahum V. Montaldo, F. Galadini
A. Gómez Capera, C. Meletti, A. Rebez,M.Stucchi
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
226
1579
1837
1602
1857
1947
17:15 - 18:00
J. Restrepo
Room 1
New generation of structural concrete systems for seismicresistance
Engineering keynote lecture - K6
Room 3
Author(s) / speaker Title
17:15 - 19:00
SS 4-II ESC-UNESCO Workshop on 'Earthquake Hazard and Seismic RiskReduction: Studies in the Southern Mediterranean Countries Chairpersons: D. Benouar and P. Gulkan
Parallel session I
PRELIMINARY RESULTS OF PROBABILISTIC SEISMIC HAZARDASSESSMENT IN THE VOLCANIC REGION OF MT. ETNA (SOUTHERNITALY) PRELIMINARY REPORT ON SEISMOLOGICAL AND STRONG MOTIONDATA OF THE KYTHERA (GREECE) MW6.8 EARTHQUAKE OFJANUARY 8, 2006 A SEISMIC RISK ANALYSIS IN THE MURCIA REGION (SE SPAIN). RISMUR PROJECT
R. Azzaro, S. D’Amico, T. Tuvè, D. Albarello, M. Barbano, V. D’AmicoC. Papaioannou, N. Theodulidis, A. Savvaidis,P. Dimitriu, B. Margaris B. Benito, P. Murphy, M. Tsige, J. Martínez-Díaz,M. Jiménez Peña, M. García-Rodríguez, J. Gaspar-Escribano, J. García-Mayordomo
Time
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
ID n°
1931
2004
1754
3. O
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ES
SIO
NS
BY
DA
Y-
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ND
AY
4th
SE
PT
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11
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RPSHA FOR THE BROADER TBILISI TEST AREA
CONTRIBUTION TO SEISMIC HAZARD EVALUATION IN NORTHERNALGERIATHE LAALAM (BEJAIA, NORTHEAST ALGERIA) MODERATE EARTH-QUAKE OF MARCH 20TH, 2006, ML:5.8
POST ASTIAN ACTIVE FAULT ALONG THE SOUTHERN BORDER OFTHE MITIDJA BASIN (NORTH CENTRAL ALGERIA)
D. Slejko, A. Rebez, M. Santulin, Z. Javakhishvili,M. Elashvili, J. Garcia Pelaez A. Abdelhakim
H. Beldjoudi, A. Kherroubi,A. Guemache, F. Semmane,A. Haned, A. Yelles, H. Djellit, S. Haned, A. Deramchi H. Djellit, K. Yelles, A. Abtout, A. Guemache, S. Gharbi
18:00 - 18:15
18:15 - 18:30
18:30 - 18:45
18:45 - 19:00
1831
1106
1968
1958
Poster session18:15 - 20:00
TUESDAY 5th SEPTEMBER
08:30 - 09:15
N. Abrahamson
Room 1
Seismic hazard assessment: Problems with current practiceand future developments
Common keynote lecture - K2
Poster session09:15 - 10:15
10:15 - 10:45 Coffee break
Room 1
Author(s) / speaker Title
10:45 - 12:15
CS1-III Seismic Input for Design (EC8 and Others) Chairperson: C. Papaioannou
Parallel session A
A METHODOLOGY FOR THE IDENTIFICATION OF DESIGN EARTH-QUAKE INPUTS SETTING UP REAL OR ARTIFICIAL EARTHQUAKE RECORDS FORDYNAMIC ANALYSIS
DESIGN FORCE RATIO SPECTRUM FOR PERFORMANCE-BASEDDESIGN IN CASE OF MULTIPLE EVENTS CONSTANT DUCTILITY RESPONSE SPECTRUM BASED ONCONSTANT YIELD DISPLACEMENT CONCEPTCOMPUTING A 'REASONABLE' SPATIALLY VARIABLE EARTHQUAKEINPUT FOR EXTENDED BRIDGE STRUCTURES A CRITICAL REVIEW OF THE CHANGING SEISMIC DESIGN CRITERIAFOR LNG PLANTS
T. Trombetti, S. Silvestri, G. Gasparini, D. Malavolta R. Delgado, M. Marques, R. Monteiro, P. Delgado, X. Romão, A. Costa S. Das, V. Gupta, P. Ramancharla M. Safar, A. Ghobarah
A. Sextos, A. Kappos, V. Kollias Z. Lubkowski, X. Duan, J. Pappin, M. Willford
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
963
899
46
10
1601
1162
Room 2
Author(s) / speaker Title
10:45 - 12:15
CS4-II Strong Motion: Use and ModellingChairpersons: F. Cotton and J. Douglas
Parallel session B
ISSUES RELATED TO THE TRUNCATION OF THE LOG-NORMALDISTRIBUTION OF GROUND-MOTION RESIDUALS A FIRST LOOK AT THE JUNE, 2000, M6.5 EARTHQUAKES IN ICELANDIN TERMS OF THE SPECIFIC BARRIER MODEL
F. Strasser, J. Bommer, N. Abrahamson B. Halldorsson, S. Olafsson, R. Sigbjornsson
Time
10:45 - 11:00
11:00 - 11:15
ID n°
1084
1133
12
STRONG-MOTION SIMULATION USING A FREQUENCY-DEPENDENTRADIATION PATTERN CORRECTION
GROUND-MOTION PREDICTION IN PSHA: A POST-PEGASOS PERSPECTIVE
NEW STRONG GROUND-MOTION SPECTRAL ACCELERATION RELATIONS FOR THE HIMALAYAN REGION STRONG MOTION SIMULATIONS USING HYBRID 1D-3D VELOCITYMODELS AND CORRELATED SOURCE PARAMETERS
R. Castro, F. Pacor, G. Franceschina, D. Bindi, L. Luzi F. Scherbaum, J. Bommer,F. Cotton, H. Bungum, F. Sabetta M. Sharma, H. Bungum
R. Archuleta, P. Liu, S. Hartzell
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
1648
1312
1459
1470
Room 23
Author(s) / speaker Title
10:45 - 12:15
ES 3d-II Structural Engineering - Control Chairpersons: G. Feltrin and M. Dolce
Parallel session C
SEISMIC RETROFITTING OF BUILDINGS USING FLUID VISCOUSDAMPERS. CASE STUDYSEISMIC UP-GRADING OF EXISTING STRUCTURES THROUGH THEINTRODUCTION OF EXTERNAL DAMPERS PERFORMANCE BASED OPTIMAL SEISMIC RETROFITTING OF YIELDING PLANE FRAMES USING ADDED VISCOUS DAMPING COMPLIANT LIQUID COLUMN DAMPERS FOR CONTROL OF SEISMICALLY EXCITED SHORT PERIOD STRUCTURES A VELOCITY AND DISPLACEMENT DEPENDENT SEMI-ACTIVECONTROL ALGORITHM AN INVESTIGATION TO ENERGY RESPONSE OF SMART ISOLATEDSTRUCTURES AND CONTROL EFFICIENCY EVALUATION
A. Chesca, R. Vacareanu, R. Ghica R. Curadelli, L. Miguel, J. RieraO. Lavan, R. Levy
A. Ghosh, B. Basu
C. Oliveira, L. Guerreiro
Y. Du, H. Li, Y. Dang
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
406
17
1300
45
630
1232
Room 21
Author(s) / speaker Title
10:45 - 12:15
ES 5-II Existing Structures and Earthquake Risk ReductionChairpersons: H. Sucuoglu and B. Duvernay
Parallel session D
DEVELOPMENT OF FRAGILITY CURVES FOR UNREINFORCEDMASONRY BUILDINGS USING ANALYTICAL METHOD STRUCTURAL BEHAVIOUR OF HISTORIC EARTHEN BUILDINGS:DAMAGE LEVEL AND ECONOMIC RETROFITTING PROPOSALS EXPERIMENTING SEISMIC VULNERABILITY ASSESSMENT ANDSTRENGTHENING IN A MASONRY VILLAGE THE USE OF PASSIVE SEISMIC PROTECTION IN OLD MASONRYBUILDINGS MULTI-LEVEL PROCEDURE FOR THE SEISMIC VULNERABILITYASSESSMENT OF MASONRY BUILDINGS SEISMIC ANALYSIS OF A URBAN BLOCK IN FAIAL ISLAND - AZORES
A. Bakhshi, K. Karimi
R. Arroyo Matus, A. Salgado Rodríguez M. Parisi, C. Chesi
L. Guerreiro, M. Branco
S. Cattari, S. Frumento, S. Lagomarsino, S. Resemini N. Neves, A. Arede, A. Costa
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
107
1398
1429
1065
171
384
Room 22
Author(s) / speaker Title
10:45 - 12:15
ES 9 &SS 5-I
Lessons from Recent EarthquakesChairpersons: J. Schwarz and T. Wenk
Parallel session E
BEHAVIOUR OF MASONRY STRUCTURES DURING THE KASHMIR2005 EARTHQUAKE PAKISTAN EARTHQUAKE 2005 OCTOBER 8: EARTHQUAKE EXPECTATION AND SEISMIC HAZARD THROUGH TO IMPACTSIMPLIFIED PARAMETERS FOR THE EVALUATION OF SITE EFFECTSIN THE SEISMIC RISK ANALYSES OF MONUMENTS
LESSONS LEARNED FROM THE 1994 AND 2004 AL HOCEIMA(MOROCCO) EARTHQUAKES
SEISMIC PERFORMANCE OF TYPICAL STEEL AND R.C. BUILDINGSDAMAGED BY THE BAM EARTHQUAKE IN IRAN DISCUSSION
M. Javed, A. Naeem Khan,G. Magenes, A. Penna P. Burton, S. Cole
G. Di Capua, E. Curti, A. Lemme, S. Peppoloni, S. Podestà F. Vidal, M. Navarro, T. Mourabit, T. Enomoto, E. Ocaña N. Hosseinzadeh
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
1077
811
656
935
236
3. O
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Room 4
Author(s) / speaker Title
10:45 - 12:15
STS-E2 Practice-Oriented Nonlinear Approaches for Performance Assessmentand Design Chairperson: N. Aydinoglu
Parallel session F
SUMMARY OF PAPERS SUBMITTED
EVALUATION OF THE MODAL PUSHOVER ANALYSIS PROCEDUREFOR UNSYMMETRIC-PLAN BUILDINGS THE N2 METHOD FOR ASYMMETRIC BUILDINGS
FACILITATING THE SELECTION OF EFFECTIVE STRUCTURALSYSTEMS IN PERFORMANCE-BASED DESIGN DISCUSSION
P. Fajfar, H. Krawinkler
A. Chopra
P. Fajfar, D. Marusic, I. Perus F. Zareian, H. Krawinkler
Time
10:45 - 10:55
10:55 - 11:15
11:15 - 11:35
11:35 - 11:55
11:55 - 12:15
ID n°
1327
539
1272
Room 18
Author(s) / speaker Title
10:45 - 12:15
SC-E 3 &SC-F 2-I
Time-Dependant Earthquake Hazard Assessment Chairpersons: S. Wiemer and F. Roth
Parallel session G
INTRODUCTION TO THE SESSION STATIC STRESS CHANGES ASSOCIATED WITH THE OCCURRENCEOF STRONG EARTHQUAKES IN BULGARIA AND NORTHERNGREECE APPLICATION OF PATTERN INFORMATICS METHOD TO FORECAS-TING THE LOCATIONS OF FUTURE LARGE EARTHQUAKES IN THECENTRAL JAPAN COULOMB STRESS, EARTHQUAKE PROBABILITIES, AND SEISMICRATES STEP, EEPAS AND THE NEW ZEALAND EARTHQUAKE FORECASTTESTING CENTRE IMPACT OF TIME-DEPENDENT EARTHQUAKE OCCURRENCE ONPROBABILISTIC SEISMIC HAZARD ANALYSIS IN LOW SEISMICITYAREAS.
S. Wiemer E. Papadimitriou, V. Karakostas, M. Tranos, B. Ranguelov, D. Gospodinov K. Nanjo, J. Holliday, C. Chen, J. Rundle, D. TurcotteS. Steacy, J. McCloskey
M. Gerstenberger, D. RhoadesL. Faenza, S. Hainzl, F. Scherbaum
Time
10:45 - 10:50 10:50 - 11:05
11:05 - 11:25
11:25 - 11:40
11:40 - 12:00
12:00 - 12:15
ID n°
1592
1760
1939
1920
1708
Room 7 & 8
Author(s) / speaker Title
10:45 - 12:15
SC-F 7 Potential for Very Large Earthquake Disasters in the EuropeanMediterranean Region Chairpersons: L. Mendes-Victor and J. Fonseca
Parallel session H
SOCIETY AND SEISMIC RISK LARGE EARTHQUAKES IN THE HELLENIC ARC AND TRENCH SYSTEM: PAST, PRESENT, FUTURE
A UNIFIED DATABASE OF EUROPEAN EARTHQUAKES FEATURINGLARGE EVENTS (UP TO M=8.5) POTENTIAL FOR LARGE DESTRUCTIVE EARTHQUAKE IN WESTERNALGERIA: PALEOSEISMOLOGICAL PERSPECTIVES A SEISMIC SOURCE MODEL FOR CENTRAL EUROPE AND ITALYCOST-BENEFIT ANALYSIS OF INVESTMENTS IN PREPAREDNESS
L. Mendes-Victor G. Papadopoulos, A. Fokaefs, K.Orfanogiannaki G. Grünthal, R. Wahlström
Y. Bouhadad
M. Nyst, C. Williams, T. Onur A. Smolka
Time
10:45 - 11:00 11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00 12:00 - 12:15
ID n°
1814 1995
1695
56
2027 1926
Room 3
Author(s) / speaker Title
10:45 - 12:15
SS 2-I Earthquake Loss Modelling: From Earth Sciences to InsuranceApplicationsChairpersons: H. Shah and M. Erdik
Parallel session I
ARE SURPRISINGLY HIGH LOSS LEVELS INEVITABLE EARTHQUAKE TOKYO: HOW RESULTS FROM A PUBLIC-PRIVATERESEARCH PROJECT AFFECT AN INSURANCE RISK MODEL
A. Allmann M. Bertogg, A. Dodo, B. Grollimund, G. Kerland
Time
10:45 - 11:00 11:00 - 11:15
ID n°
350 1673
3. O
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SE
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EARTHQUAKE LOSS ESTIMATION MODELS: TIME TO OPEN THEBLACK BOXES? EARTHQUAKE LOSS ESTIMATION MODEL FOR THE RE-INSURANCEINDUSTRY IN INDIAUSE OF PROBABILISTIC EARTHQUAKE LOSS ESTIMATION MODELSFOR INSURANCE RATING. CASE STUDIES. ASSESSMENT OF EARTHQUAKE INSURANCE PREMIUM RATES FORTHE TURKISH CATASTROPHIC INSURANCE POOL
J. Bommer, R. Pinho, R. Spence S. Francis, R. Mohindra, K. Jaiswal L. Chiroiu, M. Simic, C. Dyer
M. Yucemen
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
834
1168
653
1325
12:15 - 13:30 Lunch
Room 15
Author(s) / speaker Title
13:30 - 15:00
CS2-I Historical Investigations of Earthquake Effects, Damage and Vulnerability Chairperson: M. Stucchi
Parallel session A
LESSONS LEARNED FROM PAST EARTHQUAKE IN IRAN HISTORICAL DAMAGE DATA AND MICROZONATION. AN APPLICATION TO SENIGALLIA 1930 EARTHQUAKE CORRELATION OF SEISMIC ACTIVITY WITH THE ARCHITECTURAL-HISTORICAL INHERITANCE IN THE NORTHERN GEORGIAURBAN SEISMIC SCENARIO OF THE OLD NUCLEI OF ALGIERS(ALGERIA) DURING THE XVIIITH CENTURYDISCUSSION
M. Ghafory-ashtiany E. Speranza, A. Goretti, M. Dolce D. Moshe, V. Zaalishvili
A. Foufa, D. Benouar
Time
13:30 - 14:00 14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
397 1267
1303
1580
Room 2
Author(s) / speaker Title
13:30 - 15:00
CS4-III Strong Motion: Use and ModellingChairpersons: H. Bungum and P. Suhadolc
Parallel session B
ON THE DISCREPANCY OF GROUND MOTION PREDICTIONS DERI-VED FROM WEAK AND STRONG MOTION RECORDS STRONG GROUND MOTION IN SW IBERIA AND THE SOURCE OFTHE 1755 LISBON EARTHQUAKE MW ESTIMATION FOR REGIONAL SEISMIC EVENTS IN THE FRIULIAREA (NE ITALY) PARAMETRIC STUDIES FOR SCENARIO EARTHQUAKES: SOURCE-SITE EFFECTS AND DIFFERENTIAL MOTION THE FLING-STEP MOTIONS IN THE NEAR-FAULT RECORDS OF THE1999 CHI-CHI, TAIWAN EARTHQUAKE A COMPARATIVE ANALYSIS OF RECORDED STRONG GROUNDMOTION IN THE AZORES AND ICELAND
G. Pousse, F. Cotton, F. Bonilla, F. Scherbaum J. Borges, R. Gradin, M. Bezzeghoud, B. Caldeira P. Suhadolc, A. Valori, G. Costa, L. Moratto F. Romanelli, G. Panza, F. Vaccari H. Chiu
C. Oliveira, R. Sigbjörnsson,S. Ólafsson
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1671
1803
1813
1844
1955
1164
Room 22
Author(s) / speaker Title
13:30 - 15:00
ES 3b-I Structural Engineering - BridgesChairpersons: S. Infanti and L. Kollar
Parallel session C
SEISMIC BEHAVIOUR OF CABLE-STAYED BRIDGES WITH ADDITIONAL PASSIVE DISSIPATION DEVICES: A STATE-OF-THE-ARTREVIEW NUMERICAL AND DESIGN CONSIDERATIONS OF EARTHQUAKERESISTANT DESIGN OF TWO DANUBE BRIDGES DYNAMIC RESPONSE OF A BRIDGE PIER MODEL AT THE EUROSEIS-TEST SITE INCLUDING SOIL FLEXIBILITY
RESPONSE OF CABLE STAY BRIDGES SUBJECTED TO MULTIPLESUPPORT EXCITATION INVESTIGATION OF STOCHASTIC SEISMIC RESPONSE OF BASE-ISOLATED BRIDGES UNDER WAVE-PASSAGE EFFECTS ADVANCED SEISMIC ISOLATION SYSTEM FOR BRIDGES BASED ONOPTIMIZED SEISMIC ENERGY BALANCE
G. Valdebenito, A. Aparicio
L. Kollar, G. Vigh, L. Dunai
G. Manos, V. Kourtidis, A. Sextos, P. Renault, S. Chiras, V. Soulis E. Metters, C. Dick, J. Norman, A. CreweB. Csak, S. Ates, A. Bayraktar, A. Dumanoglu D. Ristic, V. Micov, M. Vucinic, M. Jovanovic
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
35
1420
197
222
306
360
3. O
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Room 21
Author(s) / speaker Title
13:30 - 15:00
ES 5-III Existing Structures and Earthquake Risk ReductionChairpersons: B. Stojadinovic and K. Pfyl-Lang
Parallel session D
THE TURKISH SEISMIC REHABILITATION CODE EVALUATION OF THE DUCTILITY AND STRENGTH DEMANDS FORTHE EXISTING BUILDINGS IN TURKEYRISK-BASED SAFETY EVALUATION OF EXISTING BUILDINGS - THE CONCEPT OF THE SWISS TECHNICAL NOTE SIA 2018 SEISMIC EVALUATION OF A COMMERCIAL BUILDING ACCORDINGTO SIA 2018 USING A DISPLACEMENT-BASED ASSESSMENTSEISMIC EVALUATION OF EXISTING BUILDINGS: LESSONS LEARNTWITH THE NEW SWISS BUILDING CODE ANNEX SIA 2018 EAEE-TG3 REPORT - VULNERABILITY AND SEISMIC RISK OF INDIVIDUAL STRUCTURES: A STATE OF PRACTICE
H. Sucuoglu P. Gundes Bakir, G. Degrande, G. De Roeck E. Koelz, T. Vogel, B. Duvernay K. Pfyl-Lang, P. Zwicky, G. Kerland B. Duvernay, E. Kölz, R. Vogt, X. Mittaz M. Dolce
Time
13:30 - 13:4513:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
318 280
639
327
780
1490
Room 4
Author(s) / speaker Title
13:30 - 15:00
ES 3e-I Structural Engineering - ExperimentalChairpersons: S. Pampanin and S. Pantazopoulou
Parallel session E
EXPERIMENTAL SEISMIC RESPONSE OF A FULL SCALE REINFORCED CONCRETE WALL BUILDING SHAKING TABLE TESTS ON THIN LIGHTLY REINFORCED H-SHAPEDSTRUCTURAL WALL
SHAKING TABLE TESTS ON RC FRAME BRACED WITH FLUID VISCOUS DAMPERS
SHAKING TABLE TESTS ON RC RETROFITTING FRAME WITH FRP
EFFECTIVENESS OF SEISMIC ROCKING ISOLATION OF BRIDGESBASED ON SHAKE TABLE TESTRETROFITTING OF MASONRY STRUCTURES WITH G-FRP STRIPS:VALIDATION THROUGH SHAKING TABLE TESTS
M. Panagiotou, J. Restrepo,R. Englekirk E. Coelho, M. Fischinger, A. Campos Costa, M. FalcãoSilva, P. Kante R. Antonucci, F. Balducci, F. Bartera, M. Castellano, T. Chaudat T. Chaudat, K. Pilakoutas, P. Papastergiou, M. Ciupala D. Sakellaraki, K. Kawashima I. Langone, M. Eusebio,F. Venuti, G. Bergamo,
A. Prota
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
201
642
650
996
364
1278
Room 23
Author(s) / speaker Title
13:30 - 15:00
STS E3 Irregular Structures Chairperson: V. Rutenberg
Parallel session F
EAEE TASK GROUP (TG) 8: SEISMIC BEHAVIOUR OF IRREGULARAND COMPLEX STRUCTURES: PROGRESS SINCE 2002 COMPARISON OF 2D AND 3D PUSHOVER ANALYSIS WITH TIME HISTORY ANALYSIS IN ASYMMETRIC BUILDINGS IMPORTANCE OF ACCIDENTAL ECCENTRICITY FOR THE INELASTICEARTHQUAKE RESPONSE OF BUILDINGS POST-TEST ANALYSIS AND INTERPRETATION OF THE RESULTS OFPSD TESTING ON A FULL-SIZE THREE-STOREY RC PLAN-WISEIRREGULAR BUILDING NONLINEAR TIME HISTORY ANALYSIS WITH TEST VERIFICATION OFAN IRREGULAR BUILDING OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLYCOUPLED STRUCTURES
M. De Stefano
F. Forootan, A. Moghadam
K. Stathopoulos, S. Anagnostopoulos P. Negro, E. Mola,
Y. Zhou, X. Lu
G. Gasparini, S. Silvestri, T. Trombetti
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1443
447
1192
76
253
949
Room 18
Author(s) / speaker Title
13:30 - 15:00
SC-E 3 &SC-F 2-II
Time-Dependant Earthquake Hazard Assessment Chairpersons: S. Steacy and M. Gerstenberger
Parallel session G
SEISMIC HAZARD OF THE NORTH-SOUTH SEISMIC ZONE, CHINAS. Cole, Y. Xu, P. Burton
Time
13:30 - 13:45
ID n°
582
3. O
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BRICK BY BRICK - THE NEXT STEPS IN EARTHQUAKE PREDICTIONRESEARCH
MODEL-FREE ESTIMATION OF MAGNITUDE DISTRIBUTION AS ATOOL ROBUST TO DEPENDENCIES OF THE EARTHQUAKE SERIESFROM A TIME-VARYING GENERATING PROCESS CONDITIONAL EARTHQUAKE PROBABILITIES OVER PERIODS FROMDAYS TO DECADES ELASTIC AND INELASTIC STRESS TRIGGERING IN THE SOUTH ICELAND SEISMIC ZONE DUE TO LARGE EARTHQUAKES SINCE1706 INVESTIGATING SEISMICITY RATE CHANGES DURING THE JUNE2000 SEISMIC DOUBLET IN ICELAND
D. Schorlemmer, T. Jordan,M. Gerstenberger, S. Wiemer, P. Maechling S. Lasocki, E. Papadimitriou
A. Christophersen, E. Smith
S. Richwalski, F. Roth
G. Daniel, D. Marsan, M. Bouchon
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
1945
1938
1810
1870
1861
Room 7 & 8
Author(s) / speaker Title
13:30 - 15:00
SC-F 3-I Multiparametric Test Sites in Europe for the Evaluation of Ground MotionAmplification Chairpersons: M. Mucciarelli and S. Parolai
Parallel session H
THE TURKEY-FLAT EXPERIMENT - 2004 PARKFIELD EARTHQUAKESTRONG MOTION "BLIND" PREDICTION INTERPRETATION OF MICROTREMOR H/V RATIO IN MULTILAYEREDMEDIA: A STUDY AT HAIFA BAY, ISRAEL
SPATIAL VARIATION OF GROUND MOTION IN ISTANBUL
SITE EFFECT INVESTIGATIONS BASED ON THE DEAD SEATRANSFORM EARTHQUAKES ML=5.2 ON FEB. 11, 2004 AND ON JUL. 7, 2004 SITE EFFECT INVESTIGATION IN URBAN AREAS: THE POTENZATEST SITE (SOUTHERN ITALY)
INFLUENCE OF GEOLOGICAL PROPERTIES ON QUANTITATIVEMICROZONATION IN THE AREA OF BASEL; RESULTS FROM AMULTIPARAMETRIC STUDY
I. Oprsal, J. Zahradnik
Y. Zaslavsky, M. Gorstein, T.Aksinenko, M. Kalmanovich,G. Ataev, V. Giller, I. Dan E. Harmandar, E. Durukal,M. Erdik, O. Ozel Y. Zaslavsky, R. Hofstetter,N. Perelman
A. Strollo, M. Mucciarelli, S. Parolai, R. Gallipoli, S. Richwalski, D. Bindi P. Huggenberger, E. Faeh,D. Faeh, H. Havenith, B. Steiner
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1888
153
1988
1639
1721
1722
Room 3
Author(s) / speaker Title
13:30 - 15:00
SS 2-II Earthquake Loss Modelling: From Earth Sciences to InsuranceApplicationsChairperson: C. Comartin
Parallel session I
EUROPEAN SEISMIC RISK MODEL COVERING ITALY, SWITZERLAND,AUSTRIA, GERMANY AND BELGIUM
CURRENT AND EMERGING INSURANCE MARKETS - EARTHQUAKEMODELS AND RISK TRANSFER TECHNOLOGYEARTHQUAKE LOSS MODELLING FOR LOW SEISMIC REGION OFEASTERN AND NORTHERN EUROPE INFLUENCE OF GROUND MOTION MODELLING ON LOSS EXCEE-DANCE CURVES FOR PORTFOLIOS OF BUILDINGS SPATIAL CORRELATION - A KEY FACTOR IN LOSS ESTIMATION FORINSURANCE SYNTHETIC EARTHQUAKE CATALOGUES FOR A PROBABILISTICEARTHQUAKE HAZARD MODELLING: CASE STUDY CHINA
C. Williams, M. Nyst, T. Onur, P. Seneviratna,A. Baca, A. Sorby S. Tabuchi, R. Sanders, J. England M. Zolfaghari, K. Campbell,N. Shome H. Crowley, J. Bommer
W. Dong
P. Tscherrig, M. Bertogg, M. Guatteri, M. Mai, B. Grollimund, G. Kerland
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
2024
1287
2014
621
1301
1672
15:00 - 15:30 Coffee break
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Room 15
Author(s) / speaker Title
15:30 - 17:00
CS2-II Historical Investigations of Earthquake Effects, Damage and Vulnerability Chairpersons: M. Ghafory- Ashtiany
Parallel session A
DAMAGE FIELDS AND SITE-EFFECTS: INVESTIGATIONS ON EARTH-QUAKES OF THE 19TH AND 20TH CENTURY IN SWITZERLAND LUIGI POLETTI AND THE 1833 PROPOSED RETROFITTING OF THEPALAZZO COMUNALE IN FOLIGNO (ITALY) THE 1356 BASEL EARTHQUAKE FROM A HISTORICAL STANDPOINT:OLD WINE IN NEW WINESKINS?
HISTORICAL ASPECTS OF EARTHQUAKE ENGINEERING FROM ANINTERNATIONAL PERSPECTIVE DISCUSSION
S. Fritsche, D. Fäh
L. Sorrentino, M. Antonini,D. Bruccoleri M. Gisler, G. Schwarz-Zanetti, D. Fäh, V. Masciadri,D. Rippmann R. Reitherman
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:45
16:45 - 17:00
ID n°
1619
1393
24
1350
Room 2
Author(s) / speaker Title
15:30 - 17:00
CS4-IV Strong Motion: Use and Modelling Chairpersons: V. Sokolov and B. Halldorsson
Parallel session B
SITE-SPECIFIC HF ENVELOPES AND THE STOCHASTIC GREENFUNCTION SIMULATION OF STRONG GROUND MOTIONS TORSIONAL RESPONSE INDUCED BY VRANCEA EARTHQUAKEGROUND MOTIONS 3-D GROUND MOTION MODELING IN THE ADAPAZARI BASIN, USINGTHE 3D STRUCTURE ESTIMATED BY MICROTREMORS GROUND MOTION MODELS FOR MOLISE REGION (SOUTHERNITALY)
STRONG GROUND MOTION PREDICTION WITH MULTI-SCALE HETEROGENEOUS SOURCE MODELS FOR HUGE SUBDUCTION-ZONE EARTHQUAKES ALONG THE NANKAI TROUGH, JAPAN CHARACTERISTICS OF ROCKING GROUND MOTION USING CHIBADENSE ARRAY DATA
A. Petukhin, T. Kagawa, M. Tsurugi R. Enache, S. Demetriu, E. Albota S. Tsuno, K. Kudo, J. Bielak
L. Luzi, P. Morasca, F. Zolezzi, D. Bindi, F. Pacor,G. Ferretti, D. Spallarossa,G. Franceschina M. Yoshimi, H. Sekiguchi
M. Ghayamghamian, G. Nouri
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
751
658
923
938
1044
1056
Room 22
Author(s) / speaker Title
15:30 - 17:00
ES 3b-II Structural Engineering - Bridges Chairpersons: M. Wieland and G. Mylonakis
Parallel session C
ASSESSMENT OF POUNDING FORCES IN SEISMIC RESPONSE OFISOLATED BOX GIRDER BRIDGES CONSIDERING SOIL-STRUCTUREINTERACTION EFFECTIVENESS OF SEMI-ACTIVE CONTROL ON A SEISMIC-EXCI-TED ISOLATED BRIDGE BI-DIRECTIONAL QUASI-STATIC AND PSEUDO-DYNAMIC TESTS OFHYBRID DAMAGE-RESISTANT BRIDGE PIERS SEISMIC PROTECTION OF THE GUADALFEO BRIDGE BY VISCOUSDAMPERS THE APPLICATION OF ENHANCED ENERGY DISSIPATION DEVICESYSTEM ON BRIDGES STRUCTURAL IDENTIFICATION OF BRIDGES BASED ON AMBIENTVIBRATION MEASUREMENTS
A. Halabian, A. Salehi
T. Lee, K. Kawashima
A. Palermo, S. Pampanin, D. Marriott J. Simon-Talero, R. Merino,S. Infanti W. Li, B. Shih, S. Ke
C. Karakostas, V. Lekidis, K. Papadimitriou, S. Karamanos, T. Salonikios, K. Christodoulou, T. Makarios, I. Sous, P. Panetsos
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
592
725
794
870
984
1263
3. O
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Room 21
Author(s) / speaker Title
15:30 - 17:00
ES 5-IV Existing Structures and Earthquake Risk ReductionChairpersons: M. Dolsek and B. Duvernay
Parallel session D
VULNERABILITY ASSESSMENT OF TRADITIONAL BUILDINGS INCOIMBRA, PORTUGAL, SUPPORTED BY A GIS TOOLSEISMIC RISK ANALYSIS OF R.C. BUILDING CLASSES AT THEURBAN SCALE
EFFECT OF INITIAL-PHASE SEISMIC ASSESSMENT PARAMETERSOF EXISTING BUILDINGS ON STRUCTURAL BEHAVIOR HAZARD CONSISTENT ANALYTICAL FORMULATION FOR SEISMICLIMIT-STATE PROBABILITIES EFFICIENT EARTHQUAKE VULNERABILITY AND DAMAGE ASSESS-MENT OF LARGE GROUPS OF EXISTING RESIDENTIAL BUILDINGS SEISMIC SAFETY ASSESS OF NUCLEAR FACILITY STRUCTURESUSING RISK MITIGATION FACTORS
R. Vicente, H. Varum, J. Mendes da Silva I. Iervolino, G. Fabbrocino,G. Manfredi, M. Polese, G. Verderame M. Inel
X. Romão, J. Guedes, A. Costa, R. Delgado Y. Offir, D. Yankelevsky
T. Aoki, B. Stojadinovic, Y. Arici
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
1146
567
173
987
1118
1227
Room 4
Author(s) / speaker Title
15:30 - 17:00
ES 3e-II Structural Engineering - ExperimentalChairpersons: P. Carydis and R. Flesch
Parallel session E
EXPERIMENTAL INVESTIGATION OF MASSIVE WOODEN WALLPANEL SYSTEMS SUBJECTED TO SEISMIC EXCITATION EXPERIMENTAL RESEARCH OF R.C. ELEMENTS WITH SUBSTANDARD DETAILS RESISTANCE OF STRUCTURES WITH CONTRIBUTION OF FIBREMATERIALS AND SHAPE MEMORY ALLOYS PSEUDODYNAMIC AND CYCLIC TESTING OF FULL SCALE PROTOTYPES OF PRECAST R/C ONE STOREY BUILDINGS SHAKING TABLE TEST OF SCALED 4 STORY BUILDING OF 3D-PANEL PREFABRICATED SYSTEM SEISMIC TESTS OF A RC PRECAST BUILDING SYSTEM
B. Dujic, V. Hristovski, M. Stojmanovska, R. Zarnic D. Syntzirma, G. Thermou,S. Pantazopoulou, G. Halkitis E. Juhasova, M. Vrabec, M. Juhas, V. Kafka L. Ferrara, E. Mola, P. Negro
M. Kabir
L. Mendes, E. Coelho,A. Costa
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
490
819
215
365
271
245
Room 1
Author(s) / speaker Title
15:30 - 17:00
STS E4 Displacement Based Design: Initial Versus Secant Stiffness Chairpersons: A. Dazio and M. Koller
Parallel session F
INITIAL STIFFNESS OR SECANT STIFFNESS FOR SEISMIC DESIGN -WHICH IS MORE APPROPRIATE? REFLECTIONS ON THE USE OF ELASTIC OR SECANT STIFFNESSFOR SEISMIC EVALUATION AND DESIGN OF STRUCTURE DISCUSSION
N. Priestley
E. Miranda
A. Dazio
Time
15:30 - 16:00
16:00 - 16:30
16:30 - 17:00
ID n°
469
1476
Room 18
Author(s) / speaker Title
15:30 - 17:00
SC-E 3 &SC-F 2-III
Time-Dependant Earthquake Hazard Assessment Chairpersons: P. Burton and D. Schorlemmer
Parallel session G
NONPARAMETRIC BAYESIAN INFERENCE IN RENEWALRECURRENCE MODELS THE APPLICATION OF MULTIPLE RANDOM EARTHQUAKE SIMULATIONS TO PROBABILISTIC SEISMIC HAZARD ASSESSMENTIN THE AEGEAN REGION IDENTIFICATION OF TEMPORAL PATTERNS IN THE SEISMICITY OFSUMATRA USING POISSON HIDDEN MARKOV TEMPORAL DEVELOPMENT OF B-VALUE BEFORE SEPTEMBER 7TH2004 ERUPTION AT MT. ETNA (ITALY).
R. Rotondi
G. Weatherill, P. Burton
K. Orfanogiannaki, D. Karlis, G. Papadopoulos I. Agostino, S. La Delfa, G. Patané, G. Tringali
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
ID n°
2007
583
328
1825
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T. Van Stiphout, S. Wiemer
S. Selcuk-Kestel, O. Akman
16:30 - 16:45
16:45 - 17:00
1959
1563
Room 7 & 8
Author(s) / speaker Title
15:30 - 16:15
SC-F 3-II Multiparametric Test Sites in Europe for the Evaluation of Ground MotionAmplification Chairpersons: S. Parolai and M. Mucciarelli
Parallel session H
1D VERSUS 3D HYBRID MODELLING OF SITE AND PRONOUNCEDTOPOGRAPHY EFFECTS FOR THE ARCHAEOLOGICAL SITE OFAUGUSTA RAURICA, SWITZERLAND A PRELIMINARY STUDY FOR THE DISTANCE DEPENDENCE OF THESPECTRAL DECAY PARAMETER K FOR THE EUROSEISRISKSTRONG MOTION ARRAYCAN THE BALLISTIC- DIFFUSIVE TRANSITION IN THE SEISMICNOISE-FIELD BE SEEN AS A SITE RESONANCE FREQUENCYDETECTOR?
I. Oprsal, D. Fäh
C. Papaioannou
A. Caserta, A. Govoni, S. Parolai
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
ID n°
1885
1907
1774
Room 3
Author(s) / speaker Title
15:30 - 17:00
SS 2-III Earthquake Loss Modelling: From Earth Sciences to InsuranceApplications Chairperson: J. Bommer
Parallel session I
THE USE OF RISK IN DESIGN: THE ATC 58 PERFORMANCE ASSESSMENT PROCEDURE DETAILED EARTHQUAKE LOSS ESTIMATION MODEL FOR COMPREHENSIVE RISK MANAGEMENT
TURKISH CATASTROPHY INSURANCE POOLTHE TURKISH CATASTROPHE INSURANCE POOL AND BUILDINGLOSS ESTIMATION FOR ISTANBULSEISMIC HAZARD AND RISK IN SHANGHAI AND ESTIMATION OFEXPECTED BUILDING LOSSES NEW TRENDS IN VULNERABILITY ANALYSIS FOR UPDATING INSURANCE IN PORTUGAL
C. Comartin, R. Hamburger,A. Whittaker, R. Bachman O. Cardona, L. Yamín, S. Arámbula, M. Ordaz, O. Mahul, F. Ghesquiere F. Özay E. Durukal, M. Erdik, K. Sesetyan S. Cole, Y. Xu, P. Burton, C. Cai, W. Wang, J. Yin C. Oliveira, A. CamposCosta, M. Sousa
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15 16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
647
724
1785 2083
1715
878
17:15 - 18:00
G. Gazetas
Room 1
On seismic design of foundations Engineering keynote lecture - K7
Room 7 & 8
Author(s) / speaker Title
17:15 - 18:30
SC-A 2 Volcano Seismology and Applications to Hazard Evaluation Chairperson: R. Carniel
Parallel session H
A MODEL FOR THE EVALUATION OF CUMULATIVE STRUCTURESDAMAGE IN THE VESUVIAN AREA UNDER SEISMIC ACTION SHEAR WAVE SPLITTING TIME VARIATION ON VOLCANIC AREAS:THE CASE OF MT. ETNA
TWO INDICATORS OF THE VOLCANIC ACTIVITY FOR OPENED ANDCLOSED SYSTEMS ANALYSIS OF CN SEISMICITY PATTERNS AT MT. VESUVIUS
THE METHODOLOGY OF QUANTIFICATION OF VOLCANIC EXPLOSIONS FROM BROADBAND SEISMIC SIGNALS AND ITS APPLICATION TO THE 2004-2005 EXPLOSIONS AT VOLCAN DECOLIMA, MEXICO
G. Zuccaro, F. Cacace
F. Bianco, L. Zaccarelli, L. Scarfì, E. Del Pezzo, D. Patanè P. Palacios, H. Yepes, I. Molina, G. Cordoba A. Peresan, I. Rotwain, I. Kuznetsov, M. Rosso, G. Panza V. Zobin, C. Navarro, G. Reyes
Time
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
18:00 - 18:15
18:15 - 18:30
ID n°
1181
1669
2061
1952
1818
TOWARDS TESTING THE PRECURSORY SEISMIC QUIESCENCE HYPOTHESIS LENGTH BIASED POISSON DISTRIBUTION IN MODELING EARTH-QUAKES
19
3. O
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Author(s) / speaker Title
17:15 - 18:15
SS 2-IV Earthquake Loss Modelling: From Earth Sciences to InsuranceApplications Chairperson: E. Durukal
Parallel session I
FEASIBILITY STUDY ON SEISMIC RISK SWAP USING PURE PARAMETRIC TRIGGERS FOR BUSINESS CONTINUITYDEVELOPING A MICRO-ECONOMIC APPROACH FOR ESTIMATINGINDIRECT LOSSES OF DISASTERS PROBABILISTIC HOLISTIC SEISMIC RISK ASSESSMENTMETHODOLOGY FOR INDUSTRIAL FACILITIES
A STUDY ON THE EARTHQUAKE RISKS ASSOCIATED WITH THEAUTOMOTIVE INDUSTRY IN THE MARMARA REGION
S. Fukushima, H. Yashiro
D. Borst, U. Werner
K. Nasserasadi, M. Ghafory-Ashtiany, S. Eshghi, M. Zolfaghari Ö. Üçer, E. Durukal, M. Erdik
Time
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
18:00 - 18:15
ID n°
800
688
2028
1139
Poster session18:15 - 20:00
WEDNESDAY 6th SEPTEMBER
08:30 - 09:15
D. Fäh
Room 1
Site effect evaluation in areas of low seismicity Common keynote lecture - K3
Poster session09:15 - 10:15
10:15 - 10:45 Coffee break
Room 209:15 - 10:15
STS E13-I LESSLOSS Project: General Assembly
Parallel session J
Room 210:45 - 12:15
STS E13-II
Parallel session J
Room 1510:45 - 12:15
STS E12 JOINT IAEE-IASPEI SESSION ON INTERNATIONAL COLLABORATION OFEARTH SCIENCE AND EARTHQUAKE ENGINEERING PROFESSIONALASSOCIATIONS Chairpersons: L. Esteva, T. Katayama
Parallel session A
LESSLOSS Project: General Assembly
Author(s) / speaker Title
INTRODUCTION: JOINT IAEE-IASPEI WORKING COMMISSION FORINTERNATIONAL COLLABORATION OF EARTH SCIENCE ANDEARTHQUAKE ENGINEERING PROFESSIONAL ASSOCIATIONS IAEE REPORT: NEW IAEE INITIATIVES FOR IMPROVEMENT OFEARTHQUAKE ENGINEERING WORLDWIDE WITH PARTICULARREFERENCE TO DEVELOPING COUNTRIES IASPEI REPORT: IASPEI INITIATIVES IN THE FIELD OF STRONGGROUND MOTION INVESTIGATIONS AND SEISMIC HAZARDASSESSMENTJOINT IAEE-IASPEI WORKING COMMISSION FOR INTERNATIONALCOLLABORATION OF EARTH SCIENCE AND EARTHQUAKEENGINEERING PROFESSIONAL ASSOCIATIONSDISCUSSION
L. Esteva
T. Katayama, P. Gulkan
P. Suhadolc
L. Esteva, P. Suhadolc
L. Esteva
Time
10:45 - 10:50
10:50 - 11:05
11:05 - 11:20
11:20 - 11:40
11:40 - 12:15
21
Room 1
Author(s) / speaker Title
10:45 - 12:15
CS5-I Site Response and Site Effects Chairpersons: K. Atakan and P.Y. Bard
Parallel session B
USING AMBIENT NOISE ARRAY TECHNIQUES FOR SITE CHARACTERISATION: RESULTS FROM AN INTERNATIONALBENCHMARK GENETIC AND LINEARIZED ALGORITHMS FOR THE JOINTINVERSION OF RAYLEIGH WAVE DISPERSION CURVES AND H/VSPECTRAL RATIOS FROM ENVIRONMENTAL NOISE RECORDINGS: A CASE STUDY IN THE PO RIVER VALLEY (NORTHERN ITALY) IN SITU MEASUREMENTS OF DAMPING RATIO FROM ENVIRONMENTAL NOISE MEASUREMENTS MICROTREMOR ARRAY MEASUREMENTS IN NORTHERN BUCHAREST FOR ESTIMATION OF SITE RESPONSE RELATIONS BETWEEN STRONG GROUND MOTIONS AND MICROTREMORS BY AN ARRAY OBSERVATION SYSTEM SITE-CITY INTERACTION: BENEFICIAL OR DETRIMENTAL EFFECTS ?
C. Cornou, M. Ohrnberger,D. Boore, K. Kudo, P. Bard
M. Picozzi, D. Albarello
D. Albarello, F. Baliva
A. Aldea, H. Yamanaka, T. Takahashi M. Kamiyama
J. Semblat, M. Kham, P.Y. Bard
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
2032
1707
1928
486
255
1295
Room 22
Author(s) / speaker Title
10:45 - 12:15
ES 3a-I Structural Engineering - Analysis Chairpersons: M. Bruneau and P.-A. Naze
Parallel session C
ASSESSMENT OF RC STRUCTURES DESIGNED ACCORDING WITH1983 PORTUGUESE SEISMO-RESISTANCE REGULATION DAMPING FACTORS AND EQUIVALENT SDOF DEFINITION IN THEPERFORMANCE-BASED ASSESSMENT OF MONUMENTS
STATISTICAL EVALUATION OF CRITICAL INTER-STOREY DRIFTCONCENTRATION OF RC FRAMES SEISMIC BEHAVIOUR OF RC STRUCTURES : REVIEW OF THE PRINCIPAL MODELLING STRATEGIES INELASTIC MODELING SENSITIVITY OF THE PREDICTED SEISMICPERFORMANCE OF AN EXISTING RC BUILDING
VALIDATION OF A NEW ANALYTICAL PROCEDURE FOR THE DERIVATION OF VULNERABILITY CURVES
M. Falcão Silva, A. CamposCosta, E. Coelho S. Giovinazzi, S. Lagomarsino,S. Resemini Y. Lu, X. Gu, J. Wei
L. Mendes, E. Coelho
C. Zeris, P. Giannitsas, K. Alexandropoulos,D. Vamvatsikos T. Rossetto
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
138
258
288
241
980
58
Room 21
Author(s) / speaker Title
10:45 - 12:15
ES 1-I Geotechnical Engineering Chairpersons: A. Ansal and S. Frydman
Parallel session D
SISMUR, A TOOL FOR EVALUATION OF SEISMIC RISKS ON EXISTING RETAINING WALLS
DYNAMIC INTERACTION BETWEEN RETAINING WALLS AND RETAINED STRUCTURES/GEOSTRUCTURES A REPLACEMENT TO THE MONONOBE-OKABE EQUATIONS FORSEISMIC EARTH PRESSURES
NUMERICAL STUDY OF SOIL-PILE GROUP INTERACTION IN SANDS PILED STRUCTURES STILL COLLAPSE IN LIQUEFIABLE SOILS! - THE MISSING CONSIDERATIONS IN PILE DESIGN SEISMIC ASSESSMENT OF ANCHORED QUAY WALLS
C. Thibault, D. Criado, G. Haïun, P. Marchand, D. Davi Y. Tsompanakis
G. Mylonakis, K. Papantonopoulos, P. Kloukinas H. Tahghighi, K. Konagai S. Bhattacharya
D. Bu
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45 11:45 - 12:00
12:00 - 12:15
ID n°
372
1112
1115
1333 1444
1544
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Room 4
Author(s) / speaker Title
10:45 - 12:15
ES 3e-III Structural Engineering - Experimental Chairpersons: A. Pinto and P. Riva
Parallel session E
QUASI-STATIC CYCLIC TESTS ON U-SHAPED RC WALLS: TESTDESIGN AND PRELIMINARY RESULTS EXPERIMENTAL INVESTIGATIONS ON HIGH-PERFORMANCE JOINTED DUCTILE CONNECTIONS FOR PRECAST FRAMES CYCLIC TESTING OF STEEL STORAGE RACKS. BEAM-TO-UPRIGHTAND COLUMN-TO-BASE SUB ASSEMBLAGES. FULL-SCALED TEST OF CONCRETE PILE UNDER SEISMIC LOADING
WET-MIXED SHOTCRETE USAGE IN LOW-DUCTILE REINFORCEDCONCRETE FRAMES
APPLICATION OF EXPERIMENTAL SOFTWARE FRAMEWORK FORHYBRID SIMULATION OF STRUCTURES THROUGH COLLAPSE
K. Beyer, A. Dazio, N. Priestley S. Pampanin, A. Amaris, U. Akguzel, A. Palermo J. Proenca, L. Calado, C. Castiglioni, G. Tristao R. Tuladhar, H. Mutsuyoshi,T. Maki P. Teymur tuga, E. Yuksel,S. Pala, K. Taskin, F. Karadogan A. Schellenberg, S. Mahin
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
1408
2038
1152
745
892
1221
Room 23
Author(s) / speaker Title
10:45 - 12:15
STS E6-I Seismic Assessment and Retrofit of Bridges Chairpersons: A. Kappos and G. M. Calvi
Parallel session F
AN ADAPTIVE CAPACITY SPECTRUM METHOD FOR ASSESSMENTOF BRIDGES SUBJECTED TO EARTHQUAKE ACTION A METHODOLOGY FOR DERIVATION OF SEISMIC FRAGILITYCURVES FOR BRIDGES WITH THE AID OF ADVANCED ANALYSTOOLS FRAGILITIES OF PEER TESTBED BRIDGES PROBABILISTIC SEISMIC SAFETY ASSESSMENT OF BRIDGES -APPLICATION TO A REAL CASE
MODELING OF EMBANKMENT FLEXIBILITY AND SOIL-STRUCTUREINTERACTION IN INTEGRAL BRIDGES DISCUSSION
C. Casarotti, G. Calvi, R. Pinho A. Kappos, I. Moschonas, T. Paraskeva, A. Sextos
K. Mackie, B. Stojadinovic P. Delgado, R. Monteiro, M. Marques, R. Delgado, A. Costa A. Kotsoglou, S. Pantazopoulou
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:3011:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
511
275
1219 1144
125
Room 18
Author(s) / speaker Title
10:45 - 12:15
SC-E 1 Earthquake Forecasting and Society Chairpersons: G. Papadopoulos and A. Zavyalov
Parallel session G
LESSONS LEARNED FOR EARTHQUAKE PREDICTION FROMFORESHOCK-AFTERSHOCK ANALYSIS: THE EARTHQUAKESEQUENCES OF OCTOBER-NOVEMBER 2005, AEGEAN SEA, ANDAPRIL 2006, IONIAN SEA, GREECE
AN INTERNET BASED EARTHQUAKE FORECAST PERFORMANCEEVALUATION SYSTEM FIRST VERSION OF MAP OF EXPECTED EARTHQUAKES FOR KURILARCH : COMPARISON WITH WORLD-WIDE MEE TESTSEISMIC SOURCE ZONES IN PSHA: ALEATORY OR EPISTEMIC? LESSONS LEARNED - THE USE OF FORMAL EXPERT ELICITATIONIN PROBABILISTIC SEISMIC HAZARD ANALYSIS THE STABILITY OF THE PROPORTIONAL HAZARD MODEL WITHRESPECT TO THE INPUT ELEMENTS
G. Papadopoulos, E. Daskalaki, A. Fokaefs, M. Kolligri, G. Minadakis, K. Liadopoulou, K. Orfanogiannaki, A. Pirentis B. Ustundag, O. Gundogdu,H. Eyidogan A. Zavyalov
K. Coppersmith, R. Youngs K. Coppersmith, R. Youngs,R. Perman L. Faenza, W. Marzocchi, C. Meletti
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45 11:45 - 12:00
12:00 - 12:15
ID n°
1990
1629
240
430 1270
1976
3. O
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Room 3
Author(s) / speaker Title
10:45 - 12:15
SC-F 8-I Near Real-Time Damage and Loss Assessment due to StrongEarthquakes Chairpersons: N. Frolova and J. Bonnin
Parallel session H
VULNERABILITY FUNCTIONS FOR NEAR REAL-TIME DAMAGE ANDLOSS ASSESSMENT: RISK-UE CONTRIBUTION VULNERABILITY OF THE BUILDING STOCK ACCORDING THE EMS-98 - APPLICATION TO SOFIA
BUILDING STOCK VULNERABILITY MODELLING FOR EARTHQUAKEDAMAGE AND LOSS ASSESSMENT
REAL-TIME ASSESSMENT OF EARTHQUAKE INDUCED DAMAGE:LESSONS LEARNED IN ICELAND AUTOMATED DAMAGE DETECTION OF BUILDINGS FROM HIGH-RESOLUTION SATELLITE IMAGES DISCUSSION
Z. Milutinovic
E. Vaseva, D. Stefanov, M. Kostov, A. Kaneva, G. Varbanov, N. Koleva S. Tyagunov, L. Stempniewski, G. Grünthal, R. Wahlström, J. Zschau R. Sigbjornsson
F. Yamazaki, K. Kouchi
Time
10:45 - 11:05
11:05 - 11:20
11:20 - 11:35
11:35 - 11:50
11:50 - 12:05
12:05 - 12:15
ID n°
2066
409
2054
1346
714
Room 7 & 8
Author(s) / speaker Title
10:45 - 12:15
SS 1 Tsunamis in the European Mediterranean Region and the SumatraEarthquake and Tsunami in the Indian Ocean Chairpersons: F. Romanelli and D. Shanker
Parallel session I
TO THE PROBLEM OF GENERATION OF STRONG TSUNAMIS ININDIAN OCEAN AND MEDITERRANEAN SEASOURCES OF STRONG TSUNAMIS IN THE EURO-MEDITERRANEANREGION
26TH DECEMBER 2006 INDIAN OCEAN TSUNAMI: THE INTENSITYFIELD
DECEMBER 26, 2004 GREAT SUMATRA EARTHQUAKE: A POST- TSUNAMI AND EARTHQUAKE SURVEY IN AND AROUND ANDAMANISLANDS MODELLING THE NEXT LIKELY TSUNAMI IN SUMATRA
DEVELOPMENT OF PLANNING AND ZONING CRITERIA FOR THETSUNAMI THREATENED COASTLINE OF SRI LANKA
R. Mazova
G. Papadopoulos, E. Daskalaki, G. Diakogianni,A. Fokaefs E. Daskalaki, A. Fokaefs, K. Orfanogiannaki, G. Papadopoulos D. Shanker
J. McCloskey, A. Antonioli, A. Piatanesi, S. Steacy, K. Sieh, S. Cianetti, S. Nalbant, C. Giunchi, M. Cocco J. Wijetunge
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
461
1997
326
23
1943
1224
12:15 - 13:30 Lunch
Room 15
Author(s) / speaker Title
13:30 - 15:00
CS3 Applications of the EMS-98 and Related Future EvolutionsChairpersons: G. Grünthal and R. Musson
Parallel session A
PROPOSALS FOR EMS-98 QUESTIONNAIRES APPLICATION OF EMS-98 IN FRANCE: USE OF THUMBNAIL IMAGESFOR INTENSITY ASSESSMENTS THROUGH THE BCSF WEB SITEAND EXTENSION OF THE MACROSEISMIC SURVEY TO THEFRENCH WEST INDIES EXPERT JUDGEMENT VERSUS AUTOMATIC AND STATISTICALANALYSIS OF MACROSEISMIC QUESTIONNAIRES
P. Alves M. Cara, C. Sira, A. Bernard,A. Schlupp
P. Kästli, M. Gisler, D. Fäh
Time
13:30 - 13:45 13:45 - 14:00
14:00 - 14:15
ID n°
702 1727
21
3. O
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SE
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24
Room 1
Author(s) / speaker Title
13:30 - 15:00
CS5-II Site Response and Site Effects Chairpersons: D. Assimaki and R. Paolucci
Parallel session B
AGGRAVATION OF SEISMIC GROUND MOTION DUE TO SLOPETOPOGRAPHYEXPERIMENTAL AND NUMERICAL STUDY: EFFECTS OF SURFACE -SUBSURFACE TOPOGRAPHY ON STRONG GROUND MOTION
2D WAVE PROPAGATION AT THE ORVIETO CLIFF FOR THE INVESTIGATION OF SOIL AND TOPOGRAPHY EFFECTS ANALYSIS OF DEEP VALLEY RESPONSE BY AMBIENT NOISE,EARTHQUAKE RECORDS AND NUMERICAL SIMULATIONS MITIGATION OF THE SEISMIC MOTION APPLIED NEAR SLOPINGGROUND DURING THE 1995 AEGION EARTHQUAKE THEORETICAL EVIDENCE FOR INCREASES OF DURATION ANDAMPLIFICATION OF PEAK EARTHQUAKE GROUND MOTION ATSITES WITH NON-PLANAR STRESS-FREE SURFACES
A. Papadimitriou, G. Bouckovalas O. Ktenidou, K. Pitilakis, D. Raptakis, P. Apostolidis,K. Makropoulos, D. Diagourtas G. Lanzo, A. Pagliaroli, P. Tommasi D. Roten, D. Faeh, D. Giardini C. Stamatopoulos, M. Bassanou A. Wirgin, J. Groby
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1171
1163
809
1108
1028
1330
Room 22
Author(s) / speaker Title
13:30 - 15:00
ES 3a-II Structural Engineering - AnalysisChairpersons: T. Rossetto and C. Zeris
Parallel session C
CAPACITY CONTROL METHOD FOR SEISMIC ASSESSMENT OFLOW-TO-MEDIUM RISE REINFORCED CONCRETE BUILDINGS PSEUDO-ENERGY RESPONSE SPECTRA FOR THE EVALUATION OFTHE SEISMIC RESPONSE FROM PUSHOVER ANALYSIS
STUDY OF LISBON ANTI-SEISMIC DOWN-TOWN QUARTERS
VERIFICATION OF IMPROVED PUSHOVER PROCEDURE IRSA(INCREMENTAL RESPONSE SPECTRUM ANALYSIS) EVALUATION OF RECENTLY IMPROVED APPROXIMATE NONLINEARANALYSIS PROCEDURES DRIFT DEMANDS OF FAULT-NORMAL NEAR-FIELD GROUNDMOTIONS FOR MDOF SYSTEMS
M. Gunay, H. Sucuoglu
M. Mezzi, F. Comodini, M. Lucarelli, A. Parducci,E. Tomassoli M. Monteiro, M. Lopes, R. Bento G. Önem, M. Aydinoglu
S. Akkar, A. Metin, A. Yakut
Q. Fu, C. Menun
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1042
1183
1307
452
628
179
Room 21
Author(s) / speaker Title
13:30 - 15:00
ES 1-II Geotechnical EngineeringChairpersons: J. Berrill and J. Studer
Parallel session D
DESIGN OF A PILED FOUNDATION PIT IN A SEISMIC AREA AND SOILPRONE TO LIQUEFACTION LATERAL EARTH PRESSURE DISTRIBUTION IN A LARGE GROUPPILE CAUSED BY FLOW OF LIQUEFIED SANDY GROUND UPLIFT OF BURIED MANHOLES AND PIPES DUE TO LIQUEFACTION OF REPLACED SOILS DYNAMIC BEHAVIOR AND LIQUEFACTION RESISTANCE OF GRAVELS
NUMERICAL ANALYSIS OF GEO-STRUCTURES IN A LIQUEFACTIONREGIME
THE EFFECTS OF INITIAL STATIC SHEAR STRESS ON THE LIQUEFACTION POTENTIAL OF A UNIFORM SAND
T. Uzunoglu, G. Anagnostides V. Sesov, I. Towhata, R. Motamed S. Yasuda, H. Kiku
N. Fanouraki, G. Bouckovalas,A. Valsamis K. Andrianopoulos, A. Papadimitriou, G. Bouckovalas S. Haeri, A. Khosh Ghalb
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
82
109
617
851
1245
1403
CONVERSIONS BETWEEN OLDER INTENSITY SCALES AND EMS-98
COMPARISON AND REFINEMENT OF TWO EMS-98 DERIVED VULNERABILITY METHODS: TOWARDS A UNIQUE DEFINITION. E.M.S. - A METHOD TO REDUCE THE UNCERTAINTY OF THE STRUCTURE VULNERABILITY CLASSIFICATION
R. Musson, G. Grünthal, M. Stucchi A. Bernardini, S. Giovinazzi,S. Lagomarsino G. Zuccaro, F. Cacace
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
542
909
1124
3. O
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Room 4
Author(s) / speaker Title
13:30 - 15:00
ES 3e-IV Structural Engineering - ExperimentalChairpersons: E. Coehlo and E. Juhasova
Parallel session E
EXPERIMENTAL MONITORING OF OSCILLATIONS OF FLEXIBLESTRUCTURES IN-SITU ASSESSMENT OF IMPORTANT EXISTING STRUCTURES - IPLESSLOSS/ SUB PROJECT 5 - A PROGRESS REPORTFORCED VIBRATION MEASUREMENTS OF A ONE-FAMILY HOUSE INMONTHEY, SWITZERLAND
REAL-TIME HYBRID EARTHQUAKE SIMULATION OF A STEELCOLUMN IN A 20-STOREY BUILDING EQUIVALENT TIME-VARYING STIFFNESS OF BRACED FRAMESUSING WAVELET ANALYSIS EXPERIMENTAL VERIFICATION OF NUMERICAL MODELS FOREARTHQUAKE-INDUCED POUNDING BETWEEN STRUCTURES
P. Psimoulis, S. Pytharouli, V. Kontogianni, S. Stiros R. Flesch, S. Lu, M. Eusebio,A. Campos costa F. Weber, O. Huth, D. Gsell,G. Feltrin, P. Lestuzzi, R. Peruzzi, M. Motavalli P. Bonnet, M. Williams, T. Blakeborough, M. Ojaghi J. Goggins, B. Broderick, B. Basu, A. Elghazouli R. Jankowski
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1049
549
1940
634
955
1095
Room 18
Author(s) / speaker Title
13:30 - 15:00
SC-E 2-I Deterministic and Probabilistic Prediction Methods: Theory, Applicationsand Case Studies Chairpersons: G. Purcaru and V. Kossobokov
Parallel session G
EARTHQUAKE INTERACTION AND TIME-DEPENDENT SEISMICHAZARD: A SUMATRAN CASE STUDYSENSITIVITY OF SEISMIC HAZARD RESULTS TO THE TYPE OF MAGNITUDE-RECURRENCE RELATIONSHIPSEISMIC HAZARD MAP FOR NORTH AFRICA
EARTHQUAKE PREDICTION RESEARCH AND THE JUNE 2000EARTHQUAKES IN ICELAND SEISMIC HAZARD ASSESSMENT OF NW HIMALAYAN FOLD-AND-THRUST BELT, PAKISTAN USING A DETERMINISTIC APPROACH THE PREDICTION MODEL OF PURCARU FOR LARGE IN-SLABINTERMEDIATE-DEPTH EARTHQUAKES IN ROMANIA, AND THEOCCURRENCE OF THE NEXT LARGE VRANCEA EARTHQUAKE
S. Steacy, J. McCloskey, S. Nalbant N. Yilmaz Ozturk, M. Yucemen A. Kijko, M. Bejaichund, E. Hattingh, A. Zaghw, R. Roberts, B. Lund, L. Hagos R. Stefánsson
L. Mona, A. Khwaja
G. Purcaru
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1944
1324
1642
1812
1611
2079
Room 23
Author(s) / speaker Title
13:30 - 15:00
STS E6-II Seismic Assessment and Retrofit of BridgesChairpersons: K. Kawashima and S. Pantazopoulou
Parallel session F
SEISMIC RETROFIT OF BRIDGE-A JAPANESE PRACTICE ASSESSMENT AND UPGRADING OF RESISTANCE AND DEFORMATION CAPACITY OF CONCRETE PIERS EXPERIMENTAL CYCLIC TESTS AND RETROFIT OF RC HOLLOWPIERS
SISMOA : A SIMPLIFIED METHOD TO ASSESS THE SEISMIC VULNERABILITY OF EXISTING BRIDGES
BRIDGE ASSESSMENT IN REGIONS OF MODERATE SEISMICITY - A CASE STUDYDISCUSSION
K. Kawashima D. Biskinis, M. Fardis
P. Delgado, P. Rocha, V. Rodrigues, M. Santos, A. Arêde, N. Vila Pouca, A. Costa, R. Delgado P. Marchand, D. Davi, P. Schmitt, C. Thibault, A. Duval, D. Criado M. Bimschas, A. Dazio
Time
13:30 - 13:45 13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
825 315
1205
150
1256
3. O
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6th
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26
Room 3
Author(s) / speaker Title
13:30 - 15:00
SC-F 8-II Near Real-Time Damage and Loss Assessment due to StrongEarthquakesChairpersons: Z. Milutinovic and P. Kästli
Parallel session H
PROMPT ASSESSMENT OF GLOBAL EARTHQUAKES FOR RESPONSE (PAGER): A SYSTEM TO ESTIMATE IMPACT FOLLOWINGSIGNIFICANT EARTHQUAKES WORLDWIDE NEW GENERATION CODES FOR SEISMIC SCENARIO EVALUATIONSUPPORTING EMERGENCY PLANNING AND MANAGEMENTPROPOSAL OF A SIMPLE SEISMIC EARLY WARNING SYSTEM FORALGERIASTUDY OF EARTHQUAKE DISASTER ASSESSMENT FOR A LARGERAREA BASED ON GEOGRAPHIC GRID DIFFERENTIATION OF DAMAGE FUNCTIONS ACCORDING THE NUMBER OF STORIES BY THE EQUIVALENT RESPONSE VALUE DISCUSSION
P. Earle, D. Wald, K. Lin
F. Papa, R. Ferlito, A. Pizza,P. Soddu, F. Sabetta M. Belazougui
S. Xianghua, J. Lixin
M. Raschke
Time
13:30 - 13:50
13:50 - 14:05
14:05 - 14:20
14:20 - 14:35
14:35 - 14:50
14:50 - 15:00
ID n°
1782
1045
204
1640
456
Room 7 & 8
Author(s) / speaker Title
13:30 - 15:00
SC-D 1-I 2-D and 3-D Crustal Models of EuropeChairpersons: M. Grad and D. Booth
Parallel session I
P AND S SEISMIC VELOCITIES BENEATH THE ITALIAN PENINSULAFROM LOCAL EARTHQUAKE TOMOGRAPHY3-D SHEAR VELOCITY MODEL OF THE UPPER MANTLE BENEATHTHE AEGEAN SEA (GREECE)
QLG TOMOGRAPHY IN BRITAIN AUTOMATIC SEISMIC PHASE PICKING AND CONSISTENT ERRORASSESSMENT FOR LOCAL EARTHQUAKES IN THE ALPINE REGION
P WAVE VELOCITY PERTURBATIONS OF THE CRUST BENEATHGEORGIASURFACE WAVE GROUP VELOCITY TOMOGRAPHY OF THE QINGHAI-TIBET PLATEAU
D. Scafidi, S. Solarino, C. Eva I. Kassaras, F. Louis, A. Magganas, K.Makropoulos, G. Kaviris S. Sargeant, L. Ottemöller T. Diehl, E. Kissling, S. Husen, N. Deichmann, F. Aldersons T. Mumladze
Y. Chen, J. Badal, J. Hu
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15 14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1828
1822
1740 1762
1414
1819
15:00 - 15:30 Coffee break
15:30 - 16:15
G. Croci
Room 1
Seismic behaviour of masonry domes and vaults: The examples of Hagia Sophia in Istanbul and St.Francis in Assisi
Engineering keynote lecture - K8
Room 18
Author(s) / speaker Title
15:30 - 16:30
SC-E 2-II Deterministic and Probabilistic Prediction Methods: Theory, Applicationsand Case StudiesChairpersons: V. Kossobokov and G. Purcaru
Parallel session G
WHERE AND WHEN WILL THE NEXT M7 VRANCEA (ROMANIA)INTERMEDIATE-DEPTH EARTHQUAKE OCCUR? EVENT STUDY OF MICROWAVE EMISSION PHENOMENAASSOCIATED WITH EARTHQUAKES SHARP AN A-Z SOFTWARE TOOL FOR SEISMIC HAZARD ASSESSMENTCN EARTHQUAKE PREDICTION FOR THE ADRIA REGION AND ITSSURROUNDINGS
N. Hurukawa, M. Popa, M. Radulian M. Takashi, T. Tadashi
M. Bejaichund, A. Kijko
A. Peresan, I. Rotwain, D. Herak, G. Panza
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
ID n°
1734
1566
1644
1948
3. O
RA
LS
ES
SIO
N B
YD
AY
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NE
SD
AY
6th
SE
PT
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27
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-T
HU
RS
DA
Y7t
h S
EP
TE
MB
ERRoom 3
Author(s) / speaker Title
15:30 - 16:30
SC-F 8-III Near Real-Time Damage and Loss Assessment due to StrongEarthquakesChairpersons: A. Ansal and P. Earle
Parallel session H
EXPECTED DAMAGE AND LOSS ASSESSMENT IN "EMERGENCY"MODE AT GLOBAL SCALE: ANALYSIS OF UNCERTAINTIES RAPID ESTIMATION OF MACROSEISMIC EFFECTS AND SHAKEMAPSUSING MACROSEISMIC DATACOMPARATIVE ANALYSIS BETWEEN EARTHQUAKES, TSUNAMISAND OTHER NATURAL HAZARDS DISCUSSION
N. Frolova, V. Larionov, J. Bonnin P. Kästli, D. Fäh
B. Ranguelov
Time
15:30 - 15:50
15:50 - 16:05
16:05 - 16:20
16:20 - 16:30
ID n°
1264
1353
1241
Room 7 & 8
Author(s) / speaker Title
15:30 - 16:30
SC-D 1-II 2-D and 3-D Crustal Models of Europe Chairpersons: J. Badal and D. Booth
Parallel session I
A NEW SEISMIC MODEL OF THE EASTERN ALPINE CRUST
LITHOSPHERIC STRUCTURE OF THE WEST-PANNONIAN BASIN,BASED ON CELEBRATION 2000 3D SEISMIC DATA
NEW HIGH-RESOLUTION MARINE WIDE-ANGLE SEISMIC PROFILESALONG THE HATTON CONTINENTAL MARGIN AND IN THE PORCUPINE BASIN, WEST OF IRELAND: A CASE STUDY
SEISMIC MODELS AND CRUSTAL STRUCTURE MAPS OF EUROPE
M. Behm, E. Brückl, M. Grad, Celbration 2000 &Alp 2002 Working GroupsT. Fancsik, G. Falus, Z. Hajnal, R. Keller,A. Kovacs, I. Török, E. Hegedus, A. Guterch, M. Grad P. Readman, B. O'Reilly, P. Shannon, J. Makris, C. Ravaut, A. Chabert, F. Hauser, L. GernigonM. Grad, D. Booth, T. Tiira
Time
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
ID n°
869
532
2016
1680
Banquet-cruise on the lake of Geneva (Conference dinner)18:00 - 22:00
THURSDAY 7th SEPTEMBER
08:30 - 09:15
M. Erdik
Room 1
Urban earthquake rapid response and early warning systems
Common keynote lecture - K4
Poster session09:15 - 10:15
10:15 - 10:45 Coffee break
Room 3
Author(s) / speaker Title
10:45 - 12:15
ES 9 &SS 5-II
Lessons from Recent Earthquakes Chairpersons: C. Sousa Oliveira and D. Lungu
Parallel session A
GLOBAL ANALYZE OF THE EARTHS SEISMIC ACTIVITY SINCE 80SAND GENERAL LESSONS LEARNT
S. Mara, V. Serban-Nicolae
Time
10:45 - 11:00
ID n°
600
28
EVALUATION OF BUILDING DAMAGES IN THE JUNE 2000 EARTH-QUAKES IN SOUTH ICELAND
STATISTICAL ANALYSES ON THE BEHAVIOUR OF BUILDINGS OFSAN GIULIANO DI PUGLIA DURING THE 2002 MOLISE EARTHQUAKE PERFORMANCE OF A 3-STOREY RC STRUCTURE ON SOFT SOIL INTHE M6.4 LEFKADA, 2003, GREECE, EARTHQUAKE
RELATIONSHIP BETWEEN DAMAGE TO NONSTRUCTURAL BUILDINGELEMENTS AND THE SEISMIC INTENSITIES OF RECENT EARTH-QUAKES IN JAPAN DISCUSSION
N. Indridason, F. Sigtryggsdottir, A. Gudmundsson A. Masi, C. Samela, G. Santarsiero, M. Vona C. Giarlelis, D. Lekka, G. Mylonakis, S. Anagnostopoulos, D. Karabalis H. Kambara, Y. Hayashi, K. Tamura
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
1194
1750
1140
726
Room 1
Author(s) / speaker Title
10:45 - 12:15
CS5-III Site Response and Site Effects Chairpersons: F. Bonilla and H. Kawase
Parallel session B
SITE EFFECTS ESTIMATION USING EARTHQUAKE AND AMBIENTNOISE DATA: THE CASE OF LEFKAS TOWN (W. GREECE)
INFLUENCE OF VARIABILITY OF GEOTECHNICAL DATA ON THESEISMIC GROUND RESPONSE NON-LINEAR SEM NUMERICAL ANALYSES APPLIED TO SLOPE STABILITY UNDER DYNAMIC EXCITATION STRONG MOTION RECORDS AT THE TOMAKOMAI LIQUEFACTIONARRAY DURING THE 2003 TOKACHI-OKI EARTHQUAKE ANALYSIS OF A CLAY DEPOSIT SEISMIC RESPONSE IN EASTERNCANADAAPPLICATION OF HEURISTIC SEARCH METHODS TO INVERSION OFSPECTRAL RATIO OF EARTHQUAKE RECORDS INVERT
P. Triantaffylidis, N. Theodulidis, A. Savvaidis, P. Dimitriu F. Lopez-Caballero, P. Soulloumiac M. Stupazzini, C. Zambelli, C. Di Prisco, G. Festa S. Nishimoto, S. Miwa,T. Ikeda
M. Rahhal, G. Lefebvre
H. Yamanaka
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
1249
1149
1100
471
1315
464
Room 22
Author(s) / speaker Title
10:45 - 12:15
ES 3a-III Structural Engineering - Analysis Chairpersons: P. Fajfar and J. Conte
Parallel session C
ASSESSMENT OF ADAPTIVE PUSHOVER PROCEDURES BYDYNAMIC ANALYSIS SEISMIC PERFORMANCE SENSITIVITY OF A 9-STORY STEEL FRAMETO PLASTIC HINGE MODELING UNCERTAINTIES FORMULATION OF INTEGRATED BEAM-COLUMN-JOINT MODEL FORSEISMICALLY NON-CONFORMING R.C. FRAME SYSTEMS COMPARISON OF DIFFERENT SEISMIC RELIABILITY PROCEDURESOF RC STRUCTURES FINITE ELEMENT SEISMIC ANALYSIS OF GUYED MASTS
SIMULATING THE SEISMIC RESPONSE OF ANCIENT COLUMNSINCLUDING GEOMETRICAL AND MATERIAL NONLINEARITY
B. Ferracuti, M. Savoia, R. Pinho, R. Francia D. Vamvatsikos, M. Fragiadakis U. S R, S. Pampanin, A. CarrP. Diotallevi, L. Landi, M. BianchiniM. Grey, M. Williams, T. Blakeborough A. Sextos, K. Pitilakis, N. Argyriou
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
863
657
716
641
1189
1427
Room 21
Author(s) / speaker Title
10:45 - 12:15
ES 3h Structural Engineering - Miscellaneous Chairpersons: R. Blazquez and C. Boutin
Parallel session D
BEATING EFFECT IDENTIFIED FROM SEISMIC RESPONSES OFFOUR BUILDINGS DIMENSIONAL ANALYSIS OF SOIL-STRUCTURE INTERACTION INVESTIGATION OF POUNDING DAMAGE FOR REINFORCEDCONCRETE STRUCTURES WITH LIMITED DUCTILITYNEURAL NETWORK-BASED CONSTITUTIVE MODEL FOR CYCLICBEHAVIOR OF MATERIALS
M. Celebi, D. Rinaldis
P. Roussillon, C. Boutin M. Said, A. Hassan,S. Mourad G. Yun, J. Ghaboussi, A. Elnashai
Time
10:45 - 11:00
11:00 - 11:15 11:15 - 11:30
11:30 - 11:45
ID n°
378
931 607
392
3. O
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29
DAMAGE EVALUATION IN R/C SHEAR WALLS USING THE DAMAGEINDEX OF PARK AND ANG FRP IN CIVIL STRUCTURES - REHABILITATION AND NEWCONSTRUCTION
C. Oyarzo Vera
T. Necdet
11:45 - 12:00
12:00 - 12:15
165
1441
Room 4
Author(s) / speaker Title
10:45 - 12:15
ES 4-I Design Criteria and Methods, Codes Chairpersons: R. Flesch and A. Pinto
Parallel session E
PERFORMANCE-BASED ENGINEERING CONCEPTS: PAST, PRESENTAND FUTURE VERIFICATION OF SOME EUROCODE 8 RULES FOR SIMPLIFIEDANALYSIS OF STRUCTURES ACCOUNTING FOR RESIDUAL DEFORMATIONS AND SIMPLEAPPROACHES TO THEIR MITIGATION
A PROBABILISTIC FRAMEWORK FOR PERFORMANCE-BASED SEIS-MIC ASSESSMENT CONSIDERING RESIDUAL DEFORMATIONS AN EQUIVALENT DAMPING MODEL FOR DIRECT DISPLACEMENT-BASED DESIGN DISCUSSION
P. Negro, E. Mola
J. Angel, R. Pinho, H. Crowley D. Pettinga, S. Pampanin,C. Christopoulos, N. Priestley U. S R, S. Pampanin, C. Christopoulos B. Farahmand, M. Ghannad,A. Jafarieh
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
77
1090
343
731
1473
Room 23
Author(s) / speaker Title
10:45 - 12:15
STS E11-I Petrochemical Facilities and Large LNG Storage TanksChairpersons: A. Martelli and S. Eshghi
Parallel session F
BENEFITS OF SEISMIC ISOLATION FOR LNG TANKS
IMPROVEMENT IN DAMPING CHARACTERISTICS OF SEISMIC ISOLATED TANKS USING BAFFLES BASE ISOLATED LNG TANKS: SEISMIC ANALYSES AND COMPARISON STUDIES SEISMIC ISOLATION OF SPHERES AT PETROCHEMICAL FACILITIES
SEISMIC RETROFIT OF SPHERES USING ENERGY-DISSIPATINGBRACES DISCUSSION
M. Crespo, S. Omnes, J. Marti A. Maleki, M. Ziyaeifar
V. Gregoriou, S. Tsinopoulos,D. Karabalis G. Bergamo, M. Castellano,F. Gatti, A. Poggianti, P. Summers A. Poggianti, M. Castellano,P. Summers A. Martelli
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
1083
947
1128
1009
1001
Room 15
Author(s) / speaker Title
10:45 - 12:15
SC-A 1-I Archaeological and Historical Studies on the Earthquakes of the PastCenturies Chairpersons: P. Albini and C. Hammerl
Parallel session G
THE EARTHQUAKES OF THE XIV AND XV CENTURIES IN CATALONIA(NE SPAIN)
"HERE ARE LIONS": HUNTING FOR TRACES OF UNKNOWN EARTH-QUAKES AROUND 15TH-16TH CENTURIES AD A REVISION OF THE EFFECTS OF THE 1356 BASEL EARTHQUAKE THE 1690-EARTHQUAKE OF VILLACH (CARINTHIA; AUSTRIA) -ASSESSMENT OF MACROSEISMIC INTENSITY BY THE EMS-98 THE JANUARY 9, 1906 DOBRA VODA EARTHQUAKE - A QUICK TESTOF RELIABILITY OF EXISTING MACROSEISMIC DATAHISTORICAL EARTHQUAKES IN LOWER AUSTRIA - SOURCE INVESTIGATION
C. Olivera, E. Redondo, J. Lambert, A. Riera-Melis,A. Roca V. Castelli, R. Camassi, L. Postpischl D. Fäh, M. Gisler G. Gangl, W. Egger
C. Beauval, P. Labak
C. Hammerl
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30 11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
848
1967
1296 1391
1863
1684
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30
Room 18
Author(s) / speaker Title
10:45 - 12:15
SC-C 1-I Earthquake Source Complexity: From Geology Through Kinematic andDynamic Models to Realistic Ground Motion SimulationsChairpersons: K. Atakan and M. Mai
Parallel session H
PATTERN OF LONG TERM BEHAVIOR OF NORTH TEHRAN FAULT- APALAEOSEISMOLOGICAL APPROACH EARTHQUAKE SOURCE COMPLEXITY IN THE MARMARA SEA ANDITS INFLUENCE ON GROUND MOTION SIMULATIONS SENSITIVITY OF GROUND MOTION SIMULATIONS TO EARTHQUAKESOURCE PARAMETERS: A CASE STUDY FOR ISTANBUL, TURKEYEARTHQUAKE SCALING AND NEAR-SOURCE GROUND-MOTIONS STRONG MOTION SIMULATION BY HYBRID GREEN'S FUNCTIONMETHOD: A GENERIC STUDY AND AN APPLICATION TO 2004 PARKFIELD EARTHQUAKE DISCUSSION
A. Naderzadeh, R. Madani
K. Atakan, M. Sørensen, N. Pulido M. Sørensen, N. Pulido, K. Atakan P. Mai B. Sanli, E. Durukal, M. Erdik
Time
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45 11:45 - 12:00
12:00 - 12:15
ID n°
890
1318
1961
1873 1693
Room 7 & 8
Author(s) / speaker Title
10:45 - 12:15
SS 3-I Education and Outreach for Risk ReductionChairpersons: V. Castelli and C. Lacave
Parallel session I
REGIONAL DIFFERENCES IN TSUNAMI RISK PERCEPTION - ACOMPARATIVE STUDYCAPACITY BUILDING FOR EARTHQUAKE SAFETY AND MITIGATIONTHROUGH AWARENESS AND COMMUNITY EDUCATION FRENCH SCHOOLS SEISMIC SAFETY, BUILDINGS AND USERS PREPAREDNESS IN FORT DE FRANCE AND GRENOBLE AREAS "TUTTI GIU' PER TERRA" (ALL FALL DOWN) - AN ACTIVE COURSE TODISCOVER EARTHQUAKES TOPICS THE COMIC, A HIGH IMPACT AND EFFECTIVENESS DIVULGATIONMEDIA FOR BASIC SEISMIC ENGINEERING LEARNING DISCUSSION
T. Kurita, S. Colombage
P. Barooah
S. Cartier, L. Colbeau-Justin
R. Camassi, F. Brasini, D. Modonesi, B. Sidoti R. Arroyo Matus, R. IglesiasSegrera
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
78
722
2050
1390
1401
12:15 - 13:30 Lunch
Room 3
Author(s) / speaker Title
13:30 - 15:00
CS6-I Early Warning, Shaking and Loss Scenarios Chairpersons: E. Faccioli and J. Zschau
Parallel session A
INTRODUCTION TO THE SESSION AN UPDATE ON USGS SHAKEMAP DEVELOPMENTS, USES, ANDRELATED TOOLS THE CONFIDENCE OF EARTHQUAKE DAMAGE SCENARIOS; EXAMPLES FROM THE CAPACITY SPECTRUM METHOD IMPLEMENTATION OF RISK-UE APPROACH FOR CREATION OFEARTHQUAKE RISK SCENARIOS FOR THE CITY OF BITOLA, MACEDONIARAPID ESTIMATION OF SEISMIC INTENSITY DISTRIBUTION ON THEBASIS OF INVERSION FOR HUGE EARTHQUAKE DISCUSSION
E. Faccioli, J. ZschauD. Wald, B. Worden, V. Quitoriano, K. Lin C. Lindholm, S. Molina
Z. Milutinovic, G. Trendafiloski, T. Olumceva
M. Kuse, M. Sugito, N. Nojima, Y. Enomoto
13:30 - 13:45 13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1078
1416
1253
914
Room 412:20 - 13:00
EC
Parallel session J / Special Presentation
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Environment and Climate SystemB. V. Vangelsten EU FUNDED RESEARCH ON EARTHQUAKE ENGINEERING AND
SEISMOLOGY - TOWARDS THE 7TH FRAMEWORK PROGRAM
31
Room 1
Author(s) / speaker Title
13:30 - 15:00
CS5-IV Site Response and Site Effects Chairpersons: M. Mucciarelli and K. Pitilakis
Parallel session B
ID n°
SITE AMPLIFICATION FACTORS AND THEIR CHARACTERIZATION:PROPOSAL OF VS_10M
COMPARISON BETWEEN VS30 AND OTHER ESTIMATES OF SITE AMPLIFICATION IN ITALYAMPLIFICATION AND ATTENUATION OF SEISMIC GROUND MOTIONDURING THE MW7.0 MYIAGI-OKI EARTHQUAKE DETERMINATION OF VS-MODELS FOR THE BASEL REGION: ARRAYMEASUREMENTS, SASW AND S-WAVE REFLECTION VULNERABILITY MAPPING FROM 800KM: INCLUDING GMES TERRAFIRMA PROJECT RESULTS FOR ISTANBULDISCUSSION
H. Kawase, H. Matsuo, Y. Nejime
M. Mucciarelli
D. Assimaki
H. Havenith, D. Fäh,U. Polom, A. Roulle C. Browitt, M. Aktar
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
772
270
393
291
1638
Room 22
Author(s) / speaker Title
13:30 - 15:00
ES 3a-IV Structural Engineering - AnalysisChairpersons: Z. Lubkowski and R. Pinho
Parallel session C
EXPLORING THE CONCEPT OF SEISMIC RESILIENCE FOR ACUTECARE FACILITIES NEW APPROACHES IN ANALYSIS AND DESIGN OF BASE ISOLATEDMULTISTORY MULTIFUNCTIONAL BUILDINGS NUMERICAL CODE FOR SEISMIC ANALYSIS OF STRUCTURESINCORPORATING ENERGY DISSIPATING DEVICES EVALUATION OF THE SEISMIC BEHAVIOR OF PRECAST CONCRETEBUILDINGS WITH ENERGY DISSIPATING DEVICES NUMERICAL-EXPERIMENTAL VALIDATION OF A FULL-SCALE PROTOTYPE CONSEQUENCES OF EARTHQUAKE-INDUCED POUNDINGS OFSEISMICALLY ISOLATED BUILDINGS
M. Bruneau, A. Reinhorn
M. Melkumyan, H. Hovhannisyan P. Mata a, S. Oller M, A. Barbat H, R. Boroschek K P. Mata A, S. Oller M, A. Barbat H, R. Boroschek K A. Palermo, L. Ferrara
P. Polycarpou, L. Papaloizou, P. Komodromos
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
29
194
648
652
860
1975
Room 21
Author(s) / speaker Title
13:30 - 15:00
ES 1-III Geotechnical Engineering Chairpersons: A. Pecker and J. Laue
Parallel session D
A FULL SEISMIC SOIL-FOUNDATION-STRUCTURE INTERACTIONAPPROACH SEISMIC RESPONSE OF TUNNELS IN NEAR-FAULT CONDITIONS
MITIGATION OF EXISTING STRUCTURES USING A "SOFT-CAISSON"-NUMERICAL MODELING
INVESTIGATION OF THE SEISMIC SOIL-STRUCTURE INTERACTIONON A CONCRETE INSTRUMENTED BUILDING STRUCTURE SOIL STRUCTURE INTERACTION: EXPERIMENTAL ANDTHEORETICAL RESULTS EFFECT OF RANDOM SOIL PROPERTIES ON SOIL-STRUCTUREINTERACTION
M. Buehler, H. Wienbroer,D. Rebstock, G. Huber M. Corigliano, C. Lai, G. Barla D. Pitilakis, F. Lopez-Caballero, A. Modaressi, D. Clouteau J. Facciorusso, T. Crespellani, C. Madiai D. Broc
F. Laudarin, G. Bonnet, P. Argoul
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
421
998
1098
1105
1247
1323
Room 4
Author(s) / speaker Title
13:30 - 15:00
STS E5 Eurocode 8: How to Apply?Chairperson: P. Bisch
Parallel session E
THE SELF-SUFFICIENCY OF EUROCODE 8 AND THE APPLICABILITYOF COMPLEMENTARY DOCUMENTS - THE SITUATION
M. Fardis 13:30 - 13:50
ID n°
310
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32
Room 23
Author(s) / speaker Title
13:30 - 15:00
STS E11-II Petrochemical Facilities and Large LNG Storage Tanks Chairpersons: M.G. Castellano and A. Dusi
Parallel session F
SEISMIC VULNERABILITY ANALYSES OF CYLINDRICAL STEELABOVE GROUND TANKS IN AN OIL REFINERY COMPLEX RAPID SEISMIC SAFETY EVALUATION OF EXISTING LIQUID STORAGE TANKS SIMULATION OF SLOSHING EFFECTS IN LIQUID-CONTAINMENTTANKS A SEISMIC ASSESSMENT METHOD FOR EQUIPMENT STRUCTURESCONSIDERING INTERACTION BETWEEN A TOWER AND STRUCTURES SLOSHING LOADS IN TANKS WITH INSUFFICIENT FREEBOARD DISCUSSION
N. Hosseinzadeh, A. Valaee
S. Eshghi, M. Seyed Razzaghi S. Kilic
M. Oshima, T. Kase
P. Malhotra M. Castellano
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:4514:45 - 15:00
ID n°
572
415
1559
952
111
Room 15
Author(s) / speaker Title
13:30 - 15:00
SC-A 1-II Archaeological and Historical Studies on the Earthquakes of the PastCenturies Chairpersons: P. Labak and F. Galadini
Parallel session G
UNEARTHING EARTHQUAKES IN THE SIENESE CRETE: HOW WEIMPROVED THE CATALOGUE OF A LOW-SEISMICITY AREAA REAPPRAISAL OF THE SEISMIC HISTORY OF LOCRIS, CENTRALGREECE SEISMIC HAZARD AND GREEK MONUMENTS
DEPOSITIONAL FACIES OF COLLAPSE UNITS IN ARCHAEOLOGYAND ARCHAEOSEISMOLOGICAL ISSUES GEOLOGICAL AND ARCHAEOLOGICAL EVIDENCE FOR ROMAN AGEFAULTING IN CENTRAL NORTHERN SICILY: POSSIBLE EFFECTS OFTHE A.D. 361 EARTHQUAKE? HISTORICAL EARTHQUAKE CATALOGUES AND ARCHAEOLOGICALDATA: AVOIDING CIRCULAR REASONING
V. Castelli, F. Bernardini
S. Stiros, S. Papageorgiou
N. Voulgaris, G. Kaviris, K. Makropoulos F. Galadini
G. Barreca, M. Barbano, S. Carbone
T. Niemi
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
837
1055
1860
1816
1985
1923
Room 18
Author(s) / speaker Title
13:30 - 15:00
SC-C 1-II Earthquake Source Complexity: From Geology Through Kinematic andDynamic Models to Realistic Ground Motion Simulations Chairpersons: D. Pantosti and M. Meghraoui
Parallel session H
SOURCE CHARACTERISTICS OF THE 8 JANUARY 2006 (MW 6.7)INTERMEDIATE DEPTH KYTHERA EARTHQUAKE THE 2005 NOVEMBER 27 QESHM EARTHQUAKE (MW 6.4) IN THEPERSIAN GULF: BLIND THRUSTING SOFT SOIL DEFORMATION DUE TO FAULT DISLOCATION INBEDROCK USING MESHFREE METHOD
RECORD SIMULATION BY THE EMPIRICAL GREEN FUNCTIONMETHOD USING A SOURCE WITH TWO CORNER FREQUENCIES CHARACTERISATION OF THE MICROSEISMICITY WITH NANOSEISMIC MONITORING IN THE REGION NORTH OF LORCA(SOUTH SPAIN) CAN GPS DATA CONTRIBUTE TO EARTHQUAKE SWARM STUDIES?
C. Benetatos, A. Kiratzi
M. Shahpasandzadeh
A. Farahani, A. Wijeyewickrema, T. Ohmachi M. Niño, M. Ordaz, A. Ayala
M. Häge, M. Joswig
V. Schenk, F. Mantlík, Z. Schenková, P. Kottnauer,Z. Fucík
Time
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
611
1060
1281
1326
1999
1942
13:50 - 14:0514:05 - 15:00
T. Wenk P. Bisch
APPLICATION OF EUROCODE 8 IN SWITZERLAND HOW COMPLICATED IS EC8? DISCUSSION INCLUDING CONTRIBUTIONS FROM OTHER COUNTRIES
1399
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33
Room 7 & 8
Author(s) / speaker Title
13:30 - 15:00
SS 3-II Education and Outreach for Risk ReductionChairpersons: C. Lacave and R. Camassi
Parallel session I
TOWARDS A SUSTAINABLE EARTHQUAKE ENGINEERING EDUCATION SYSTEM IN EGYPTWEBSISMO: INTERACTIVE WEB SITE FOR EDUCATION AND PUBLICAWARENESS ON EARTHQUAKES AND SEISMIC RISK
EDUCATING THE PUBLIC IN THE CENTRE SEISMOPOLIS: THEEARTHQUAKE SIMULATOR
EARTHQUAKES AND GHOST TOWNS IN SICILY (SOUTHERN ITALY):A JOURNEY THROUGH THE PLACES OF MEMORY. A PROPOSAL OFVIRTUAL SEISMIC ITINERARIES AS AN EDUCATIONAL TOOL
DISCUSSION
M. Sobaih
M. Jimenez, M. Garcia-Fernandez, E. Rubio, M. Gomez V. Kouskouna, G. Giouvanelli, G. Papadokotsolis, G. Sakkas,N. Sakellariou, K. Vasilakou,N. Voutsas, I. Zamba R. Azzaro, R. Camassi, M. Cascone, L. Peruzza, A. Amantia, F. Guglielmino, S. Mangiagli
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 15:00
ID n°
1340
1777
2031
2047
15:00 - 15:30 Coffee break
Room 3
Author(s) / speaker Title
15:30 - 17:00
CS6-II Early Warning, Shaking and Loss ScenariosChairpersons: E. Faccioli and J. Zschau
Parallel session A
LOSS SCENARIOS AND WARNING METHODOLOGIES: VALIDATIONWITH ITALIAN EARTHQUAKES CAPABILITIES OF BAYESIAN PROBABILISTIC NETWORKSAPPROACH FOR EARTHQUAKE RISK MANAGEMENT“SCENARIO SISMICO”: A TOOL FOR SEISMIC RISK ANALYSES ANDREAL TIME DAMAGE SCENARIOS IMPLEMENTATION
REAL TIME IDENTIFICATION OF MAJOR EARTHQUAKE DISASTERSWORLDWIDE FROM ALGERIA M6.7, 2003 TO KASHMIR UNCERTAINTY OF PORTFOLIO LOSS ESTIMATES FOR LARGEEARTHQUAKES REAL-TIME GROUND MOTION FROM THE NEW STRONG MOTIONSEISMIC NETWORK IN BRITISH COLUMBIA, CANADA
F. Bramerini, A. Lucantoni, F. Sabetta Y. Bayraktarli, U. Yazgan, A. Dazio, M. Faber A. Balbi, A. Galasco,S. Giovinazzi, S. Lagomarsino, S. Parodi M. Wyss
G. Molas, R. Anderson, P. Seneviratna, T. Winkler A. Rosenberger, G. Rogers
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
362
1458
912
613
1117
689
Room 1
Author(s) / speaker Title
15:30 - 17:00
CS5-V Site Response and Site EffectsChairpersons: A. Ansal and F. Cotton
Parallel session B
EARTHQUAKE DISPLACEMENT SPECTRA IN ASSESSING THE PHYSICAL VULNERABILITY OF BUILDINGS - A CASE STUDYGROUND MOTION PARAMETERS FOR VULNERABILITYASSESSMENTACCELEROMETRIC DATA JOINT INVERSION AND SITE EFFECTSCHARACTERIZATION
PSHA IN NORTHERN ITALY ACCOUNTING FOR NON-LINEAR SOILBEHAVIOUR AND EPISTEMIC UNCERTAINTY
MACHINE LEARNING FOR GROUND-MOTION RELATIONS SITE EFFECTS ON DISPLACEMENT RESPONSE SPECTRA BASEDON DIGITAL STRONG MOTION RECORDS
M. Bostenaru Dan
A. Ansal, G. Tonuk
S. Drouet, S. Chevrot, F. Cotton, A. Souriau, P. Gueguen F. Pelli, M. Mangini, P. Bazzurro, C. Eva, D. Spallarossa, S. Barani S. Garcia, M. Romo R. Paolucci, E. Faccioli, R. Figini, D. Finazzi
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45 16:45 - 17:00
ID n°
1103
1790
1768
1464
1438 566
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34
Room 22
Author(s) / speaker Title
15:30 - 17:00
ES 3a-V Structural Engineering - Analysis Chairpersons: A. Carr and D. Vamvatsikos
Parallel session C
STRENGTH REDUCTION FACTORS FOR BUILDING FOUNDATIONSYSTEMS CONSIDERING STRUCTURAL DAMAGE SEISMIC ANALYSIS OF STRUCTURES: INFLUENCE OF THE SOILMODELLING SOIL-PILE INTERACTION UNDER LATERALEXCITATIONS EXAMPLES OF 3D NON-LINEAR SOIL-STRUCTURE INTERACTIONAND ITS APPLICATION TO PERFORMANCE BASED DESIGN FINITE ELEMENT RESPONSE SENSITIVITY AND RELIABILITYANALYSES OF STRUCTURAL AND GEOTECHNICAL SYSTEMS SEISMIC SOIL-FOUNDATION-STRUCTURE INTERACTION: BENEFITSAND DETRIMENTS
L. Perez Rocha, J. AvilesLopez L. Lehmann, R. Borsutzky S. Limkatanyu, E. Spacone,K. Kuntiyawichai Z. Lubkowski, N. Peiris, M. Willford, X. Duan M. Barbato, Q. Gu, J. Conte
M. Preisig, G. Jie, B. Jeremic
15:30 - 15:45
15:45 - 16:0016:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
721
933 997
1165
1215
1598
Room 21
Author(s) / speaker Title
15:30 - 17:00
ES 1-IV Geotechnical Engineering Chairperson: S. Yasuda
Parallel session D
EFFECTS OF TWO-DIMENSIONAL SHAKING ON SOIL-PILE-STRUCTURE INTERACTION BASED ON SHAKING TABLE TESTS TWO DIRECTIONAL CYCLIC LOADING EXPERIMENTS IN A HOLLOWCYLINDER APPARATUS MONOTONIC AND CYCLIC UNDRAINED RESPONSE OF BOCA DELRIO SAND PHYSICAL MODELLING OF EARTHQUAKES IN THE LCPC CENTRIFUGE
EXPERIMENTAL OBSERVATION AND THEORETICAL CALCULATIONOF TECHNICALLY INDUCED SURFACE WAVES IN INHOMOGENEOUSSOILCENTRIFUGE MODELING OF SEISMIC RESPONSE OF CLAY
H. Suzuki, K. Tokimatsu, Y. Mohri, M. Sato J. Buchheister, J. Dr. Laue
J. Díaz-Rodríguez, M. Aguilar-Téllez J. Chazelas, F. Derkx,L. Thorel, S. Escoffier, G. Rault, S. Buttigieg, L. Cottineau, J. Garnier L. Auersch
M. Rayhani, H. El Naggar
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
954
1006
1043
1064
1292
1456
Room 2
Author(s) / speaker Title
15:30 - 17:00
ES 3f-I Structural Engineering - Masonry and TimberChairpersons: E. Fehling and K. Pfyl-Lang
Parallel session E
NON LINEAR ANALYSIS OF MIXED MASONRY AND REINFORCEDCONCRETE BUILDINGS VULNERABILITY OF MASONRY WALLS ROCKING UNDER SEISMICACTION SEISMIC VULNERABILITY STUDY OF TRADITIONAL HOUSES IN IRAN
EXPERIMENTAL INVESTIGATION ON THE SEISMIC BEHAVIOUR OFMASONRY HOUSING IN LOW SEISMICITY AREAS FLEXIBLE JOINT METHOD (FJM) - A NEW APPROACH TO PROTECTION AND REPAIR OF CRACKED MASONRYINFLUENCE OF THE FRICTION COEFFICIENT ON THE SEISMICBEHAVIOR OF INCA STONE MASONRY
S. Cattari, S. Lagomarsino
G. De Felice, I. Carbone
M. Ghannad, A. Bakhshi, S. Mousavi Eshkiki, A. Khosravifar, Y. Bozorgnia, A. Taheri Behbahani H. Degée, A. Plumier
A. Kwiecien, B. Zajac, P. Stecz, J. Kubica J. Ogawa, C. Cuadra, K. Tokeshi, H. Kanno, M. Karkee, J. Rojas
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
ID n°
927
1455
680
220
282
709
3. O
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35
Room 4
Author(s) / speaker Title
15:30 - 17:00
STS E10 By How Much Does the Natural Frequency of Structures Decrease DuringSeismic Response?Chairpersons: M. Todorovska and P. Lestuzzi
Parallel session F
STATE-OF-THE-KNOWLEDGE ON THE PERIOD ELONGATION OF RCBUILDINGS DURING STRONG GROUND SHAKING COMPARISON OF THE DYNAMIC PARAMETERS EXTRACTED FROMWEAK, MODERATE AND STRONG BUILDING MOTION DISCUSSION
G. Calvi, R. Pinho, H. Crowley F. Dunand, P. Gueguen, P.Y. Bard, M. Celebi M. Todorovska
Time
15:30 - 16:00
16:00 - 16:30
16:30 - 17:00
ID n°
1535
1021
Room 15
Author(s) / speaker Title
15:30 - 17:00
SC-E 6 Earthquake Physics - Field and Laboratory StudyChairpersons: G. Sobolev and A. Ponomarev
Parallel session G
ASYMMETRIC SEISMIC PULSES ARISING AND SYNCHRONIZATIONBEFORE THE EARTHQUAKES MULTIFRACTAL MEASURES OF SYNCHRONIZATION OF MICRO-SEISMIC OSCILLATIONS BEFORE STRONG EARTHQUAKES WHEN THE EARTH SPEAKS : UNDERSTANDING PRE-EARTHQUAKESIGNALS HYDRAULIC FRACTURING IN OIL/GAS RESERVOIRS HELPS OURUNDERSTANDING OF EARTHQUAKE RUPTURE GENERATION ACOUSTIC EMISSION UNDER WATER PENETRATING INTO LOADEDSAMPLE : A POSSIBLE MODEL OF SWARM SEISMICITYCHANGES IN HYDROLOGIC REGIME IN WESTERN BOHEMIADURING THE 1985/86 EARTHQUAKE SWARM THE STRUCTURE OF THE CHUYA EARTHQUAKE (2003 SEPTEMBER,M=7.3) AFTERSHOCK PROCESS BY DD-TOMOGRAPHY
G. Sobolev, A. Lyubushin
A. Lyubushin
F. Freund
T. Fischer, L. Eisner, S. Hainzl, Z. Jechumtalova A. Ponomarev
J. Malek, O. Novotny, V. Stejskal A. Emanov, E. Leskova
15:30 - 15:42
15:42 - 15:54
15:54 - 16:06
16:06 - 16:18
16:18 - 16:30
16:30 - 16:42
16:42 - 16:54
ID n°
329
277
426
1787
374
1752
1225
Room 18
Author(s) / speaker Title
15:30 - 17:00
SC-C 2-I Recent Developments in Theoretical and Numerical Earthquake SourceDynamics: New Horizons to Predict Seismic Radiation and Near-FieldGround MotionsChairpersons: M. Mai and M. Cocco
Parallel session H
THE SCALE DEPENDENCE OF STRENGTH OF THE EARTH'S CRUSTASSESSMENT OF CONSTITUTIVE LAWS FOR THE SEISMIC FAULTEARTHQUAKE SOURCE CHARACTERISTICS FROM DYNAMIC RUPTURE WITH CONSTRAINED STOCHASTIC FAULT STRESS DYNAMIC SOURCE INVERSION BASED ON STABLE FORMULATION TOWARDS THE EARTHQUAKE MECHANISM: A SIMPLE MODEL OFSEISMIC SOURCE DYNAMICS
T. Heaton L. Miguel, J. Riera J. Ripperger, J. Ampuero, P. Mai H. Goto, S. Sawada A. Grigorian
Time
15:30 - 16:00 16:00 - 16:15 16:15 - 16:30
16:30 - 16:45 16:45 - 17:00
ID n°
2077 16 2052
1539 1127
Room 7 & 8
Author(s) / speaker Title
15:30 - 16:45
SC-G 2 Recent Macroseismic Field Surveys Chairpersons: M. Gisler and I. Cecic
Parallel session I
COMPARISON TEST OF THE MOST COMMONLY USED BIVARIATEINTERPOLATION ALGORITHMS (TO DRAW ISOSEISMALS)
SPATIAL DAMAGE DISTRIBUTION AND SEISMOLOGICAL ASPECTSOF THE 2003 NOVI L. (ITALY) MW=4.9 EARTHQUAKE
AN EVALUATION OF STRONG GROUND MOTIONS AND FAILURESOF NATURAL AND CUT SLOPES INDUCED BY KASHMIR EARTH-QUAKE OF OCTOBER 8, 2005
F. Pettenati, P. Galuppo, B. Vladan, L. Sirovich, M. Bobbio S. Podestà, S. Resemini, D. Bindi, D. Spallarossa, F. Pacor O. Aydan, M. Hamada, K. Konagai
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
ID n°
618
960
1352
3. O
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ES
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N B
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AY
-T
HU
RS
DA
Y7t
h S
EP
TE
MB
ER
36
THE PARAMETERS AND BACKGROUND OF SEISMOTECTONICCONDITIONS OF TBILISI EARTHQUAKE ON APRIL 25, 2002
FINAL RESULTS ON MACROSEISMIC INTENSITIES FOR OCTOBER27, 2004 EARTHQUAKE (M=6) FROM VRANCEA SEISMOGENIC ZONE(ROMANIA). DISCUSSION
N. Tsereteli, O. Varazanashvili, T. Mukhadze A. Pantea, A. Constantin
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
1495
1854
17:15 - 18:00
G. Magenes
Room 1
Masonry building design in seismic areas: Recent experiences and prospects from a European standpoint
Engineering keynote lecture - K9
Room 2
Author(s) / speaker Title
17:15 - 18:15
SC-E 5 Earthquakes : To Predict or Not to Predict? (controversial debate) Chairperson: G. Papadopoulos
Parallel session G
CONTROVERSIAL DEBATE: EARTHQUAKES: TO PREDICT OR NOTTO PREDICT?
Open Discussion17:15 - 18:15
ID n°
Room 18
Author(s) / speaker Title
17:15 - 18:15
SC-C 2-II Recent Developments in Theoretical and Numerical Earthquake SourceDynamics: New Horizons to Predict Seismic Radiation and Near-FieldGround Motions Chairpersons: R. Madariaga and M. Mai
Parallel session H
SOME INSIGHTS ON DYNAMIC RUPTURE MODELLING USING AFINITE ELEMENT METHOD HIGH FREQUENCY SOURCE PROCESS INFERRED FROM NEAR-FAULT GROUND MOTIONS VALIDATION OF A NEW HAZARD SCENARIO (MAXIMUM PARTICLEDISPLACEMENTS); NORTHRIDGE, 1994. THE DIFFERENCES OF FAULTING AND NEAR-SOURCE GROUNDMOTION OF LARGE AND SMALL EARTHQUAKES DEPICTED FROMDYNAMIC RUPTURE MODELS
S. Bernardie, H. Aochi, H. Modaressi, R. Madariaga N. Pulido, L. Dalguer
L. Sirovich, F. Pettenati
L. Dalguer, S. Day, H. Miyake, K. Irikura
Time
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
18:00 - 18:15
ID n°
856
814
388
1781
Room 7 & 8
Author(s) / speaker Title
17:15 - 18:15
SC-G 1 &SC-F WG
National Methodologies for Macroseismic Field Surveys (joint sessionwith SC-F WG on macroseismology)Chairperson: D. Kaiser
Parallel session I
MACROSEISMIC FIELD SURVEYS IN ITALY: THE ORGANISATION OFTHE ISTITUTO NAZIONALE DI GEOFISICA E VULCANOLOGIA (INGV) METHODOLOGY FOR MACROSEISMIC FIELD SURVEYS IN SLOVENIAA MODEL FOR SEISMIC DAMAGE, VULNERABILITY AND SAFETYEVALUATION OF STRUCTURES: MEDEAUSING THE NEW INQUA INTENSITY SCALE FOR THE INTENSITYASSESSMENT OF GREEK EARTHQUAKES
R. Azzaro, R. Camassi, A. Tertulliani I. Cecic
F. Papa, G. Zuccaro
A. Fokaefs, G. Papadopoulos
Time
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
18:00 - 18:15
ID n°
1941
1659
1130
324
Poster session18:15 - 20:00
3. O
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HU
RS
DA
Y7t
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37
3. O
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ES
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N B
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AY
-F
RID
AY
8th
SE
PT
EM
BE
RFRIDAY 8th SEPTEMBER
08:30 - 09:15
K. Okazaki
Room 1
New strategy for earthquake risk management Common keynote lecture - K5
Poster session09:15 - 10:15
10:15 - 10:45 Coffee break
Room 3
Author(s) / speaker Title
10:45 - 12:15
CS6-III Early Warning, Shaking and Loss ScenariosChairpersons: E. Faccioli and J. Zschau
Parallel session A
DEMONSTRATIVE EARLY WARNING SYSTEM IN THE EASTERNPYRENEES
EARTHQUAKE EARLY WARNING SYSTEM AT A LOCALGOVERNMENT AND A PRIVATE COMPANY IN JAPAN URBAN SYSTEM UNDER EARTHQUAKE THREAT. APPLICATION TOTHE AZORES
SELECTION OF NATURAL AND SYNTHETIC SEISMIC INPUT FOREARTHQUAKE SCENARIOS STATION DENSITY AND ITS ROLE IN THE EVOLUTION OF EARTH-QUAKE EARLY WARNING ESTIMATES DISCUSSION
X. Goula, B. Colas, J. Jara,N. Romeu, P. Dominique, T. Susagna, J. Irizarry, O. Sedan, M. Montserrat, A. Roca H. Negishi, S. Yamamoto
C. Oliveira, J. Proenca, M. Ferreira, F. Mota de Sá, J. Nunes, M. Sousa A. Masi, M. Mucciarelli, M. Vona G. Cua, T. Heaton, S. Wiemer
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
651
741
616
1898
1665
Room 1
Author(s) / speaker Title
10:45 - 12:15
CS7-I Strategies in Earthquake Mitigation Chairpersons: P. Basabe and E. Rüttener
Parallel session B
EARTHQUAKE PREPAREDNESS IN ROMANIA AND KNOWLEDGEDISSEMINATION IN A JICA PROJECT ON SEISMIC RISK REDUCTION
TRAINING PEOPLE FOR DISASTERS IN RESIDENTIAL COMPLEXES -FROM RISK TO OPPORTUNITYTHE SOCIAL CHALLENGES AGAINST EARTHQUAKE MITIGATION INTURKEY FOCUSING ON CULTURE OF PEOPLE LIVING COMBINED EFFECTS OF FIBRE MORTARS AND REINFORCED POLYMERS ON THE SEISMIC CAPACITY OF MASONRYSTRUCTURES SEISMIC REINFORCEMENT OF ADOBE HOUSES USING EXTERNALPOLYMER MESH
GEOTECHNICAL RISK AND THE URBAN EXPANSION OF THE COASTAL METROPOLE OF GREATER BEIRUT
E. Georgescu, T. Kaminosono, K. Miyara, R. Ghica, C. Stamatiade, G. Ionescu M. Hosseini, Y. Izadkhah
K. Eraybar, A. Ilki
E. Juhasova, R. Sofronie, M. Hurak
M. Blondet, D. Torrealva, J. Vargas, J. Velasquez, N. Tarque J. Harb
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
348
1376
681
784
632
12
38
Room 21
Author(s) / speaker Title
10:45 - 12:15
ES 6 Lifeline SystemsChairpersons: J. Studer and R. Flesch
Parallel session C
THE SEISMIC SCENARIO SIMULATION OF ELECTRIC POWER SYSTEMS EVALUATION OF FUNCTIONAL PERFORMANCE OF COMPLEX NETWORKS FOR CRITICAL INFRASTRUCTURE PROTECTION EXACT METHODOLOGY OF FLOW PATH ANALYSIS FOR LIFELINENETWORK SYSTEMS PREDICTION OF EARTHQUAKE DAMAGE TO WATER PIPELINES INDENIZLI CITY, TURKEYSURFACE GROUND STRAINS FROM DENSE ARRAY WEAK MOTIONRECORDS: THE CASE OF PARKWAY VALLEY, NEW ZEALAND
MITIGATION STRATEGY FOR WATER TRANSMISSION PIPELINESUNDER SEISMIC LOADS. THE CASE OF THESSALONIKI
G. Liu, Y. Wang, C. Liu
N. Nojima
M. Bastami, S. Takada, Y. Kuwata S. Toprak, F. Taskin
C. Smerzini, E. Faccioli, R. Paolucci, L. Scandella, W. Stephenson M. Alexoudi, A. Hatziathanasiou, M. Themistokleous, M. Hatzigogos, K. Pitilakis
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
200
413
466
383
879
969
Room 23
Author(s) / speaker Title
10:45 - 12:15
ES 8 & ES 7
Earthquake Engineering Practice (Recent Projects) and ArchitecturalAspects, Nonstructural Components and Contents (joint session) Chairperson: X. Mittaz
Parallel session D
SEISMIC STABILITY OF HEAVY STONE FACADES SEISMIC DESIGN OF PRE-CAST REINFORCED CONCRETE STRUCTURES USING ADDITIONAL VISCOUS DAMPERS MARGINS OF FLOOR SPECTRADYNAMIC ANALYSIS AND DESIGN OF LARGE-DIAMETER LNG TANKFOUNDATIONS TO RESIST SEISMIC EVENTS CONFIGURATION AND MORPHOLOGY FOR THE APPLICATION OFNEW SEISMIC PROTECTION SYSTEMS RETROFIT OF ANTALYA AIRPORT INTERNATIONAL TERMINALBUILDING, TURKEY USING SEISMIC ISOLATION
D. Jurukovski, Z. Rakicevic S. Silvestri, T. Trombetti, G. Gasparini I. Politopoulos N. Peiris, A. Cushing, Z. Lubkowski, D. Scarr M. Mezzi
C. Yilmaz, E. Booth, C. Sketchley
Time
10:45 - 11:00 11:00 - 11:15
11:15 - 11:30 11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
556 942
1025 1123
1185
1259
Room 4
Author(s) / speaker Title
10:45 - 12:15
ES 4-II Design Criteria and Methods, CodesChairpersons: E. Coehlo and R. Flesch
Parallel session E
ENERGY-BASED NON-LINEAR STATIC ANALYSIS
STRENGTH DEMAND DIAGRAM BASED ON CONSTANT DAMAGECONCEPTPERFORMANCE DOMAIN DESIGN PROCEDURE OF WALLBUILDINGS SEISMIC PERFORMANCE AND DESIGN OF COMPOSITE MOMENT-RESISTING FRAMES ON THE USE OF PUSHOVER ANALYSIS FOR EXISTING MASONRYBUILDINGS DISCUSSION
A. Parducci, F. Comodini, M. Lucarelli, M. Mezzi, E. Tomassoli P. Panyakapo
I. Guljas, V. Sigmund
J. Castro, A. Elghazouli, B. Izzuddin A. Galasco, S. Lagomarsino,A. Penna
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
1178
1710
822
605
1080
Room 2
Author(s) / speaker Title
10:45 - 12:15
STS E9 Analysis and Design of RC Frames with Masonry Infills Chairpersons: E. Carvalho and A. Dazio
Parallel session F
SEISMIC DESIGN ISSUES FOR MASONRY-INFILLED FRAMES M. Fardis 10:45 - 11:05
ID n°
313
3. O
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N B
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AY
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AY
8th
SE
PT
EM
BE
R
39
SOME CONTRIBUTIONS OF PHYSICAL AND NUMERICALMODELLING TO THE ASSESSMENT OF EXISTING MASONRYINFILLED RC FRAMES UNDER EXTREME LOADING SIMPLIFIED SEISMIC ASSESSMENT OF INFILLED REINFORCEDCONCRETE FRAMES DISCUSSION
D. Combescure
M. Dolsek, P. Fajfar
E. Carvalho
11:05 - 11:25
11:25 - 11:45
11:45 - 12:15
370
888
Room 15
Author(s) / speaker Title
10:45 - 12:15
SC-B 1-I Theory of Wave Propagation and New Techniques of Data Processing Chairpersons: F. Krüger and I. Oprsal
Parallel session G
EXACT CAUSAL RELATIONSHIPS BETWEEN ATTENUATION ANDPHASE VELOCITY IN LINEAR DISSIPATIVE MEDIAIMPLEMENTATION OF A NON-SPLITTING FORMULATION OF PML INA 3D 4TH-ORDER VELOCITY-STRESS FD SCHEME MODELLING AND ASSESSMENT OF THE URBANIZATION EFFECT ONSEISMIC RESPONSE PROGRADE RAYLEIGH MOTION IN THE VALLEY OF MEXICO: THEORETICAL AND EXPERIMENTAL
ARRAY ANALYSIS AND SOURCE LOCATION OF DEEP TREMOR INCASCADIA SUBDUCTION ZONE
3D MODELLING OF SITE EFFECTS IN TRICARICO (ITALY)
K. Meza-Fajardo, C. Lai
A. Skarlatoudis, J. Kristek,P. Moczo, C. Papazachos C. Boutin, P. Roussillon
P. Malischewsky, C. Lomnitz, F. Wuttke, R. Saragoni M. La Rocca, D. Galluzzo, S. Malone, W. McCausland,G. Saccorotti, E. Del Pezzo S. Richwalski, I. Oprsal, S. Parolai, M. Mucciarelli, R. Wang, M. Gallipoli
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
ID n°
624
849
1023
1746
1674
1692
Room 22
Author(s) / speaker Title
10:45 - 12:15
SC-F 1-I Approaches to Model Seismic ScenariosChairpersons: G. Zonno and A. Carvalho
Parallel session H
FULL SEISMOGRAM ENVELOPE INVERSION FOR THE ESTIMATE OFTHE ATTENUATION PARAMETERS: INFERENCES FOR SEISMIC RISKANALYSIS TWO VALIDATIONS OF A KINEMATIC APPROACH TO CALCULATESEISMIC HAZARD SCENARIOS STOCHASTIC FINITE-FAULT GROUND MOTION SIMULATIONS AT MTVESUVIUS INFERRED BY LOCAL EARTHQUAKES HYBRID MODELLING OF GROUND MOTION
SHORT PRESENTATIONS OF THE POSTERS
E. Del Pezzo, D. Galluzzo,M. La rocca, F. Bianco
F. Pettenati, L. Sirovich
D. Galluzzo, G. Zonno, E. Del Pezzo E. Gottschaemmer, A. Oth,J. Miksat, F. Wenzel Authors of the PosterSession SC-F1
10:45 - 11:10
11:10 - 11:25
11:25 - 11:40
11:40 - 11:55
11:55 - 12:15
ID n°
1709
387
1705
759
Room 18
Author(s) / speaker Title
10:45 - 12:15
SC-F 5-I Seismic Hazard and Risk due to Induced Seismicity Chairpersons: S. Oates and T. Van Eck
Parallel session I
MAN-MADE EARTHQUAKES - A SERIOUS GEO-ECONOMIC FACTOR PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR MINING-INDUCEDSEISMICITYSEISMICITY AND SEISMIC HAZARD STUDY FOR ENGOURI HIGHDAM AREASEISMIC HAZARD DUE TO SMALL-MAGNITUDE, SHALLOW-SOURCE,INDUCED EARTHQUAKES IN THE NETHERLANDS DISCUSSION
C. Klose S. Lasocki
Z. Javakhishvili, T. Godoladze, M. Elashvili T. Van Eck, F. Goutbeek, H. Haak, B. Dost
10:45 - 11:10 11:10 - 11:35
11:35 - 11:50
11:50 - 12:05
12:05 - 12:15
ID n°
717 1882
1451
2008
12:15 - 13:30 Lunch
3. O
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8th
SE
PT
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BE
R
40
Room 3
Author(s) / speaker Title
13:30 - 15:00
CS8 Secondary Earthquake Hazards:Tsunami, Landslide, Rock Fall,Liquefaction Chairpersons: S. Tinti and D. Jongmans
Parallel session A
EARTHQUAKE LOSSES DUE TO GROUND-FAILURE (LANDSLIDES,LIQUEFACTION) TSUNAMI HAZARD AND RISK ASSESSMENT ALONG THE WESTERNCOAST OF THAILAND
GENERATION, PROPAGATION AND IMPACT OF SCENARIO TSUNAMIS IN THE CORINTH GULF (GREECE)
GEOLOGICAL EVIDENCE OF SEISMICALLY-INDUCED SECONDARYEFFECTS IN EASTERN SICILY (ITALY)
FINITE STRAIN MESHFREE ANALYSIS OF POROSITY EVOLUTIONFOR EARTHQUAKE-TRIGGERED LANDSLIDES
J. Bommer, J. Bird
H. Bungum, C. Harbitz, F. Løvholt, C. Lindholm, S. Glimsdal, F. Nadim S. Tinti, A. Armigliato, S. Gallazzi, A. Manucci, G. Pagnoni, R. Tonini, F. Zaniboni C. Pirrotta, P. Guarnieri, M. Barbano, F. Gerardi, A. Smedile, P. De Martini, D. Pantosti S. Bernardie, E. Foerster, H. Modaressi
13:30 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1262
1897
1951
2005
602
Room 1
Author(s) / speaker Title
13:30 - 15:00
CS7-II Strategies in Earthquake MitigationChairpersons: E. Rüttener and P. Basabe
Parallel session B
JOINT RESEARCH PROJECT ON DISASTER MITIGATION BYAPPLYING THE INFORMATION SHARING PLATFORM SHOULD WE WORRY ABOUT THE POTENTIAL SEISMIC HAZARD INA REGION OF MODERATE SEISMICITY? AN ECONOMIC-ENGINEERING APPROACH FOR UPGRADING THESEISMIC PERFORMANCE OF EXISTING BUILDINGS
RATIONAL SEISMIC DESIGN AND REDESIGN OF HEALTH CAREFACILITIES A GLOBAL EARTHQUAKE VULNERABILITY ESTIMATION SYSTEM(GEVES): AN APPROACH TO INSURANCE RISK
PROPOSAL OF A NEW RISK FINANCE METHOD FOR BUSINESSCONTINUITY
S. Takeyasu, G. Yozo
J. Kuang
D. Segal, S. Schwarz, D. Yankelevsky, E. Leibowitz,I. Nasseiri V. Davidovici
R. Spence, L. Leone, H. Castella, G. Andrea, S. Jenny S. Nishikawa, S. Fukushima,H. Yashiro
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
479
1532
1074
316
1491
1461
Room 21
Author(s) / speaker Title
13:30 - 15:00
ES 2 Dam Engineering Chairpersons: M. Wieland and S. Malla
Parallel session C
DYNAMIC EXPERIMENT OF A LARGE ARCH DAM A COMPARISON OF RECORDED AND COMPUTED EARTHQUAKEMOTIONS OF LARGE CONCRETE DAMS VERIFICATION OF 3-D SEISMIC SAFETY EVALUATION METHOD FOREXISTING DAMS BY REPRODUCTION ANALYSIS FOR ACTUALEARTHQUAKE BEHAVIOR DYNAMIC STABILITY OF DETACHED CONCRETE BLOCKS IN ARCHDAM SUBJECTED TO STRONG GROUND SHAKING THREE DIMENSIONAL RESPONSE OF CONCRETE FACED ROCKFILLDAMS TO STRONG EARTHQUAKES CONSIDERING DAM-FOUNDATION INTERACTION AND SPATIAL VARIABLE GROUNDMOTION NEEDS FOR SEISMIC SAFETY EVALUATION OF DAMS
H. Wang, D. Li J. Proulx, G. Darbre
L. Alcántara, Y. Ariga
S. Malla, M. Wieland
S. Haeri, M. Karimi
T. Ohmachi
13:30 - 13:45 13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
202 627
1214
1305
1406
1487
3. O
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8th
SE
PT
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41
Room 2
Author(s) / speaker Title
13:30 - 15:00
ES 3f-II Structural Engineering - Masonry and TimberChairpersons: A. Plumier and A. Penna
Parallel session D
AN APPLICATION OF THE DIRECT DISPLACEMENT BASED DESIGNTO GLULAM TIMBER PORTAL FRAME-STRUCTURES EXPERIMENTAL INVESTIGATIONS ON LVL SEISMIC RESISTANTWALL AND FRAME SUBASSEMBLIES SOFIE PROJECT - TEST RESULTS ON THE LATERAL RESISTANCEOF CROSS-LAMINATED WOODEN PANELS EXPERIMENTAL BEHAVIOR OF MASONRY WALLS STRENGTHENEDBY RC PLATES AND SUBJECTED TO IN-PLANE LOADS IMPROVEMENT OF SEISMIC RESISTANCE OF ADOBE STRUCTURES
DISCUSSION
D. Zonta, M. Piazza, P. Zanon, G. Giuliani A. Palermo, S. Pampanin, A. Buchanan A. Ceccotti, M. Follesa, M. Lauriola, C. Sandhaas G. Russo, M. Pauletta, E. Quagliaro M. Shariful Islam, K. Honda,K. Iwashita
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
932
983
1912
1151
146
Room 4
Author(s) / speaker Title
13:30 - 15:00
ES 4-III Design Criteria and Methods, CodesChairpersons: E. Booth and C. Chesi
Parallel session E
THE EUROPEAN STANDARD ON ANTI-SEISMIC DEVICES PREN15129 INFLUENCE OF SOME VARIABLES ON THE SEISMIC INCREMENTORDINATES FOR IMPORTANT STRUCTURES USE OF COUPLED AND REGULATORY METHODS IN SEISMIC SOIL-STRUCTURE INTERACTION FOR NUCLEAR PLANTS AND DAMS THE SEISMIC RESPONSE MODIFICATION FACTOR FOR ECCENTRI-CALLY BRACED FRAMES INCLUSION OF P-DELTA EFFECT IN DISPLACEMENT-BASED SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES DISCUSSION
M. Dolce, P. Bisch, K. Fuller,R. Medeot, S. Infanti J. García-Pérez, O. Díaz-López V. Guyonvarh, G. Devesa
D. Ozhendekci, N. Ozhendekci, A. Ozturk A. Asimakopoulos, D. Karabalis, D. Beskos
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
1480
284
210
692
1091
Room 23
Author(s) / speaker Title
13:30 - 15:00
STS E1 &SS 6
The Last Mile, Implementation of Risk Mitigation Measures in Europe Chairpersons: H. Shah and O. Lateltin
Parallel session F
RISK MITIGATION MEASURES: ISSUES RELATED TO THE LAST MILE SEISMIC CONTROL PROCEDURES FOR BUILDING PROJECTS INSWITZERLAND RISK MITIGATION FOR EXISTING BUILDINGS IN FRANCE: POSSIBLEEVOLUTION WITHIN INTEGRATED PPR APPROACH THE APPLICATION OF NON-LINEAR SYSTEM AND CHAOS THEORYIN PREDICTING FREQUENCY OF EARTHQUAKE IN IRAN MANAGING CRISES: EARTHQUAKES IN COMPARATIVE PERSPECTIVE SEISMIC CONTROL PROCEDURE FOR BUILDING PROJECTS INVALAIS, SWITZERLAND
H. Shah B. Duvernay, O. Lateltin
C. Martin
S. Imani, H. Soltani-Fard, M. Masnavi, S. Mousavi M. Malesic, V. Kouskouna
R. Mayoraz
13:30 - 13:45 13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
ID n°
783
185
2019
Room 15
Author(s) / speaker Title
13:30 - 15:00
SC-B 1-II Theory of Wave Propagation and New Techniques of Data Processing Chairpersons: P. Malischewsky and I. Oprsal
Parallel session G
GROUND MOTION SCALING IN ISRAEL
UNDERSTANDING THE EFFECTS OF WRONG SENSITIVITYKERNELS IN TOMOGRAPHIC INVERSION THROUGH THE NEW DISTORTION-SPECTRUM APPROACH
T. Meirova, R. Hofstetter, Z. Ben-Avraham, L. Malagnini B. Jacobsen
13:30 - 13:45
13:45 - 14:00
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AUTOMATIC PHASE PICKING METHODS FOR HIGH-END SEISMOLOGICAL APPLICATIONS JOINT INVERSION OF SEISMIC REFLECTION TRAVELTIMES ANDWAVE POLARIZATIONS CYTHERA M6.7 EARTHQUAKE (JANUARY 8, 2006) IN SOUTHERNAEGEAN: UNEASY RECOGNITION OF THE UPWARD RUPTURE PROPAGATION SEISMIC AND INFRASONIC OBSERVATIONS IN NORTHERN FENNOSCANDIA
F. Aldersons
J. Chen, J. Badal, J. Teng
J. Zahradnik, J. Jansky, V.Plicka, E. Sokos
J. Schweitzer, F. Ringdal, T.Kværna
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
2006
1821
1859
1843
Room 22
Author(s) / speaker Title
13:30 - 15:00
SC-F 1-II Approaches to Model Seismic ScenariosChairpersons: R. Rotondi and M. Jimenez
Parallel session H
SEISMIC SCENARIOS IN TERMS OF MACROSEISMIC INTENSITYTHE ATTENUATION OF SEISMIC INTENSITY IN ITALY: MODELINGAND VALIDATION
MACROSEISMIC INTENSITIES FOR SEISMIC SCENARIOS, ESTIMATED FROM INSTRUMENTALLY BASED CORRELATIONS SHORT PRESENTATIONS OF THE POSTERS
DISCUSSION
R. Rotondi, G. Zonno C. Pasolini, D. Albarello, P.Gasperini, V. D'Amico, B.LolliE. Faccioli, C. Cauzzi
Authors of the PosterSession SC-F1
13:30 - 13:55 13:55 - 14:10
14:10 - 14:25
14:25 - 14:40
14:40 - 15:00
ID n°
1934 1855
569
Room 18
Author(s) / speaker Title
13:30 - 15:00
SC-F 5-II Seismic Hazard and Risk due to Induced Seismicity Chairpersons: S. Oates and T. Van Eck
Parallel session I
THE MW 4.4 ROTENBURG, NORTHERN GERMANY EARTHQUAKEAND ITS POSSIBLE RELATIONSHIP WITH GAS RECOVERY
RISK OF INDUCED SEISMICITY IN GEOTHERMAL SYSTEMS ANDPOSSIBLE WAY FORWARD
CONTROL OF THE INDUCED SEISMIC HAZARD ASSOCIATED WITHTHE HYDRAULIC STIMULATION OF A HOT FRACTURED ROCK GEOTHERMAL RESERVOIR MICROSEISMICITY INDUCED BY HYDRAULIC ACTIVITY IN APOPULATED REGION: CASE OF SOULTZ-SOUS-FORÊTS (NORTHALSACE - FRANCE) DISCUSSION
T. Dahm, F. Krueger, K.Stammler, K. Klinge, R. Kind,K. Wylegalla, J. Grasso R. Baria, E. Majer, M. Fehler,N. Toksoz, C. Bromley, D.Teza S. Oates, J. Bommer
J. Charléty, L. Dorbath
13:30 - 13:45
13:45 - 14:10
14:10 - 14:25
14:25 - 14:40
14:40 - 15:00
ID n°
2051
2053
1706
1772
15:00 - 15:15 Coffee break
15:15 - 16:00
M. Wieland
Room 1
Earthquake safety of existing dams Engineering keynote lecture - K10
Closing ceremony16:05 - 16:30
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Room 1
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MONDAY TO WEDNESDAY
CS1 Seismic Input for Design (EC8 and others) Level -1
ID n°TitlePoster n°
SEISMIC HAZARD OF TEHRAN BASED ON SEISMIC REHABILITATIONCODE FOR EXISTING BUILDINGS IN IRAN A SIMPLIFIED DEFORMATION-BASED SEISMIC VULNERABILITYASSESSMENT APPROACH RELATIONSHIPS BETWEEN PGV AND RESPONSE SPECTRALORDINATES CONSTRUCTION OF UNIFORM HAZARD SPECTRA USING MONTECARLO SIMULATION SELECTION OF TIME SERIES FOR ANALYSES OF RESPONSE OFBUILDINGS CRITICAL REVIEW OF THE CURRENT APPROACH FOR DETERMINATION OF THE SEISMIC ACTION FOR SERBIASEISMIC HAZARD AROUND ZAGROS MOUNTAINS A CASE STUDYON ZHAVEH RESERVOIR DAM SITE AND WATER TUNNELEARTHQUAKE HAZARD INVESTIGATION FOR YAZD POWER PLANTBY A VIEW ON SEISMIC HAZARD MICRO ZONING SEISMOTECTONIC AND SEISMIC HAZARD ANALYSIS OF WESTKERMAN POWER PLANT SITE AN ANALYTICAL STUDY ON THE SEISMIC CHARACTERISTICS OFTHE GROUND AND STRUCTURE IDENTIFICATION OF EFFICIENT GROUPS OF DESIGN EARTHQUAKEINPUTS PROBABILISTIC SEISMIC HAZARD MAPS FOR ROMANIA AND BULGARIA AS A BASIS FOR A NEW BUILDING CODE
SEISMO-ENGINEERING PARAM. FOR INTERIM STORAGES OFSPENT NUCLEAR FUEL AT GERMAN NUCLEAR POWER PLANTS CONDITIONAL SIMULATION OF SPATIOTEMPORAL EARTHQUAKERANDOM FIELD RESPONSE SPECTRA OF THE STRONG MOTIONS IN IRAN: A CASESTUDY IN ALBORZ REGION SYSTEM APPROACH TO SEISMIC CONDITIONS ESTIMATION ANDDESIGN SEISMIC LOADINGS EVALUATION
MODIFICATION OF THE EUROCODE 8 DAMPING REDUCTION FACTORS FOR DISPLACEMENT SPECTRASELECTION OF SPECTRUM-COMPATIBLE REAL ACCELEROGRAMSFOR SEISMIC RESPONSE ANALYSES OF SOIL DEPOSITS EXPLOITATION OF TUNISIAN SEISMICITY DATA FOR SEISMIC HAZARD EVALUATION OF CIVIL ENGINEERING FRAMEWORK TO THE PROBLEM OF IDENTIFYING SEISMIC LOADS ON BUILDINGSIN THE CITY OF ALMATYTHE IMPACT OF SOIL CONDITIONS ON THE DESIGNED SEISMICCHARACTERISTICS SEISMIC DESIGN OF GUSSET PLATES OF SCBF IN I BEAM TO BUILTUP BOX COLUMN CONNECTIONS UNCERTAINTIES AND APPARENT INCONSISTENCIES IN PSHASTUDIES: EXAMPLES IN FRANCE THE EFFECT OF BACKGROUND RECORD ON RESPONSE OFSTRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS STUDYING THE ENERGY DISSIPATION IN EBFS SUBJECTED TOEARTHQUAKE BY USING NONLINEAR DYNAMIC ANALYSES DEFINITION OF SIMULATED ACCELEROGRAMS CONSISTENT WITHTHE ITALIAN NATIONAL SEISMIC CODE SEISMIC RESPONSE OF CONCRETE LIQUID CONTAINING STRUCTURES
G. Ghodrati Amiri, S. Razavian Amrei M. Safar, A. Ghobarah
J. Alarcon, E. Booth,J. Bommer T. Sen
J. Watson-Lamprey,N. Abrahamson
M. Manic, B. Bulajic
K. Hadavi, A. Farazmand, H. Bagheri A. Farazmand, H. Bagheri
A. Farazmand, K. Hadavi, H. Bagheri R. Nasser
T. Trombetti, S. Silvestri, G. Gasparini, D. Malavolta L. Ardeleanu, S. Simenova,D. Solakov, G. Leydecker,H. Busche, T. Schmitt, D. Kaiser, K. Bonjer G. Leydecker, T. Schmitt, H. Busche, T. Schaefer R. Jankowski
M. Zare, H. Ghassemi
A. Savich, V. Besstrashnov,A. Bugaevskiy, A. Suvilova,V. Stepanov, N. Burdina,A. Godzikovskaya R. Mendis, J. Bommer
A. Dall'ara, C. Lai, C. Strobbia B. Chelli
M. Ashimbaev, V. Lapin, T. Zhunusov M. Ashimbaev, V. Lapin
S. Mirghaderi, A. Alipour
GEPP and AFPS workinggroups, P.Y. Bard M. Ghannad, H. Jahankhah,S. Ghahari M. Hosseini, M. Esmaeili
A. Masi, M. Dolce, M. Mucciarelli, M. Vona R. Kianoush
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Author(s)
One of the authors is kindly asked to stay by his/her poster at least during the morning poster session indicated in chapter 5.2 poster presentation, page 91
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Y GROUND MOTION EVALUATION FOR TWO BRIDGES IN THE VENETIAN-FRIULI PLAIN (NE ITALY) EXPERIMENTAL INVESTIGATION OF EARTHQUAKE RESISTANCE OFBUILDINGS WITH GIRTLESS FRAME AND STIFFENING DIAPHRAGMS DYNAMIC TESTS OF A DWELLING HOUSE’S FRAGMENT WITH BEARING WALLS FROM GAS-BLOCKS OPTIMISATION OF PERFORATED CLAY UNITS IN CENTRALEUROPEAN SEISMIC AREAS
P. Fadalti, A. Rebez, D. Slejko, M. Santulin I. Itskov, M. Ashimbayev
J. Omarov, I. Itskov
U. Meyer, M. Roßbach, D. Schermer
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CS2 Historical Investigations of Earthquake Effects, Damage and Vulnerability Level -1
ID n°TitlePoster n°
SEISMIC VULNERABILITY OF SWISS HERITAGE BUILDINGS M. Devaux, P. Lestuzzi 1994 P034A
Author(s)
CS3 Applications of the EMS-98 and Related Future Evolutions Level 2
ID n°TitlePoster n°
BRIDGING A GAP BETWEEN SEISMOLOGISTS AND ENGINEERS:POSSIBLE RESTRUCTURING OF THE INTENSITY SCALE(S) DAMAGE SPECTRA AND INTENSITY SPECTRA FOR RECENTVRANCEA EARTHQUAKES A NATO PROJECT ON DERIVING IMPROVED (INSTRUMENTAL) CRITERIA FOR SEISMIC INTENSITY ASSESSMENTOVERVIEW OF MACROSEISMIC ROUTINES IN PORTUGALUSGS "DID YOU FEEL IT?" COMMUNITY INTERNET INTENSITY MAPS
PROJECT OF RUSSIAN SEISMIC INTENSITY SCALE RIS - 04
DAMAGE DESCRIPTION FOR EARTHQUAKE RISK ASSESSMENT
H. Sandi
H. Sandi, I. Borcia
H. Sandi
P. Alves, F. Carrilho D. Wald, V. Quitoriano, J. Dewey F. Aptikaev, I. Ananyin, Y. Berzhinsky, J. Eisenberg,O. Erteleva, M. Klyachko,V. Pavlenov, E. Rogozhin,
S. Sherman, G. Shestoperov J. Schwarz, L. Abrahamczyk,M. Leipold, T. Swain
571
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P456AP457A
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CS4 Strong Motion: Use and Modelling Level 2
ID n°TitlePoster n°
STOCHASTIC SIMULATION OF STRONG MOTION RECORD FROMTHE 26TH DECEMBER 2003 BAM EARTHQUAKE ENGINEERING SOURCE MECHANISM MODEL FOR SIMULATINGSTRONG MOTION ACCELEROGRAMS OCCURRENCE OF VELOCITY PULSES IN NEAR-SOURCE GROUNDMOTIONS A METHOD TO THE DETERMINATION OF SYNTHETIC INTENSITYMAPS. APPLICATION TO THE MERANO EARTHQUAKE FUNDAMENTAL STUDY OF NON-STATIONARY CHARACTERISTICSOF GROUND MOTION
WAVELET-BASED ANALYTICAL MODEL ACCOUNTING FOR NEAR-FIELD EFFECTS OF VRANCEA EARTHQUAKES UNIFORM HAZARD SPECTRATOWARDS THE CHARACTERIZATION OF STRONG GROUND-MOTION IN THE MEXICAN SUBDUCTION ZONE SEISMIC WAVEFIELD ANALYSIS IN MEXICO CITY USING ACCELEROMETRIC ARRAYS SEISMIC DURATION EFFECTS ON THE VULNERABILITY OF BUILDINGS ALTERNATIVE SPECTRAL INTENSITY PARAMETERS APPLICATION OF TIME-DOMAIN STOCHASTIC MODELLING FORSEISMIC DESIGN PARAMETERS STRONG GROUND MOTION SIMULATION OF 2005 GHESHM ISLANDEARTHQUAKE, SOUTH OF IRAN. GENERATION OF NEAR-FIELD GROUND MOTIONS IN TEHRANFROM FUTURE LARGE EARTHQUAKES IN THE WESTERN ALBOR DEVELOPMENT OF A FUNCTIONAL-FREE GROUND MOTION ATTENUATION RELATION
A. Nicknam, A. Yazdani, S. Yaghmaei R. Iyengar, S. Raghukanth
I. Iervolino, C. Cornell
I. Ferrer, E. Faccioli
T. Masatsuki, F. Sasaki, Y. Yamamoto, T. Maeda, M. Ohori A. Zaicenco, A. Vasile
S. Stamatovska D. García, S. Singh, M. Herraiz M. Cardenas-Soto, F. Chavez-Garcia N. Nanos, A. Elenas
A. Elenas, V. Bogdanou A. Naiieri
H. Ghasemi, M. Zare
H. Zafarani, A. Noorzad, K. Bargi G. Sobhaninejad
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K. Campbell, Y. Bozorgnia
A. Arash Zandieh
N. Poiata, H. Miyake
K. Kudo, A. Narita
M. Shrikhande
A. Mahdavian
M. Ashtari Jafari, M. Hatami C. Arunasis, B. Biswajit
M. Mousavi, A. Noorzad, H. Zaferani S. Akkar, J. Bommer
Y. Fukushima, J. Zhao, J. Zhang, A. Asano, Y. Ohno,T. Oouchi, T. Takahashi, H. Ogawa, K. Irikura, P. Somerville N. Ho, H. Kawase
O. Pavlenko, K. Wen
A. Petukhin, T. Kagawa
Y. Chang, W. Jean, K. Wen
M. Stupazzini, R. Paolucci, L. Scandella, M. Vanini K. Megawati
G. Lanzo, G. Scasserra, F. Mollaioli, J. Stewart, P. Bazzurro
J. Miksat, A. Oth, V. Sokolov,W. Friedemann L. Sorrentino, F. Mollaioli, R. Masiani K. Motoki, H. Yamanaka, K. Seo A. Golara, H. Hamzehloo
J. Ruiz, D. Baumont, P. Bernard, C. Berge-Thierry G. Nouri, M. Ghayamghamian, R. Foroozan M. Kostov, N. Koleva J. Pathak, P. Dilip, P. Godbole B. Halldorsson, A. Papageorgiou B. Halldorsson, R. Sigbjornsson S. Ólafsson, R. Sigbjornsson J. Martinez-Rueda
J. Snæbjornsson, S. Olafsson, R. Sigbjornsson E. Ismael, L. Esteva
NEXT GENERATION ATTENUATION (NGA) GROUND MOTION PREDICTION RELATIONS: CAN THEY BE USED IN EUROPE? GROUND MOTION SIMULATION BASED ON WAVELET TRANSFORMAND NEURAL NETWORKS BROADBAND GROUND MOTION SIMULATION OF ROMANIANEARTHQUAKES USING EMPIRICAL GREENS FUNCTION METHOD CONCEPT AND PROTOTYPE OF STRONG-MOTION DATABASE FORSELECTING THE INPUT MOTION IN USE OF THE E-DEFENSE ANALYSIS OF ACCELEROGRAPH DATA FROM 5.3 MB EARTHQUAKEOF DECEMBER 14, 2005 AT CHAMOLI, INDIAEMPIRICAL EVALUATION OF ATTENUATION RELATIONS OF PEAKGROUND ACCELERATION IN THE ZAGROS AND CENTRAL IRAN SIMULATING ACCELEROGRAMS OF THE ZARAND EARTHQUAKE SEISMIC GROUND MOTION MODEL WITH FREQUENCY DEPENDENTMODULATING FUNCTIONS CALIBRATION OF THE SPECIFIC BARRIER MODEL TO EAST-CENTRAL IRAN EARTHQUAKES PREDICTION OF PEAK GROUND VELOCITY FOR EUROPE AND SURROUNDING COUNTRIES ATTENUATION RELATIONS OF STRONG GROUND MOTION IN JAPANUSING SITE CLASSIFICATION BASED ON PREDOMINANT PERIOD
STRONG MOTION PREDICTION USING STATISTICAL GREENS FUNCTIONS AND DAMAGE PREDICTION BASED ON NONLINEARSTRUCTURAL MODELS PRESUMABLE MODELS OF THE NONLINEAR SOIL BEHAVIOR INNEAR-FAULT ZONES DURING THE CHI-CHI EARTHQUAKE CONSTRUCTION OF 3-D VELOCITY MODEL FOR STRONG GROUNDMOTION SIMULATION IN COMPLEX TECTONIC ENVIRONMENTTHE EFFECTS OF GEOLOGIC ANISOTROPISM ON THE SEISMICWAVE PROPAGATION IN ATTENUATION RELATIONSHIPFROM THE SEISMIC SOURCE TO THE STRUCTURAL RESPONSE:ADVANCED MODELLING BY THE SPECTRAL ELEMENT METHOD GROUND-MOTION ATTENUATION RELATIONSHIPS FOR NEAR-FIELDEARTHQUAKES IN HONG KONG REGION ATTENUATION OF PEAK HORIZONTAL ACCELERATION AND VELOCITY FROM ITALIAN STRONG-MOTION DATA AND COMPARISON WITH PREDICTION EQUATIONS FOR ACTIVE TECTONIC REGIONS STRONG GROUND MOTION MODELING FOR THE AUGUST 30, 1986VRANCEA (ROMANIA) EARTHQUAKE (MW=7.2) OVERTURNING MAPS OF A ROCKING RIGID BODY UNDER SCALEDSTRONG GROUND MOTIONS A WAVEFORM INVERSION FOR CHARACTERIZED SOURCE MODELSUSING GENETIC ALGORITHM STRONG GROUND MOTION MODELING FOR THE 2004 FIROOZABAD-KOJOOR EARTHQUAKE, NORTH OF IRAN MODELING DIRECTIVITY OF STRONG GROUND MOTIONS WITH AKINEMATIC FRACTAL SOURCE MODELTORSIONAL GROUND MOTION FEATURES USING DENSE ARRAYDATA
DAMAGE POTENTIAL OF THE SEISMIC STRONG MOTION ANN - BASED ATTENUATION RELATIONSHIP FOR ESTIMATION OFPGA USING INDIAN STRONG - MOTION DATASPECTRAL VARIATIONS OF THE SPECIFIC BARRIER MODEL FROMVARIOUS ISOCHRON AND SUBEVENT DISTRIBUTIONS ICEARRAY: A NEW SMALL-APERTURE STRONG MOTION ARRAY INTHE SOUTH ICELAND SEISMIC ZONE ATTENUATION IN ICELAND COMPARED WITH OTHER REGIONS PROPOSAL OF A SYSTEM OF SPECTRUM INTENSITY SCALES FORTHE SCALING OF NATURAL ACCELEROGRAMS ACCOUNTING FORHYSTERETIC BEHAVIOUR AND LOCAL SITE CONDITIONS. A NEWSYSTEM AND ITS APPLICATION ON DISPLACEMENT-BASED DESIGN SIMPLIFIED ANALYTICAL MODEL OF EARTHQUAKE RESPONSE SPECTRA FOR STRIKE-SLIP EARTHQUAKES A HYBRID METHOD FOR SIMULATING STRONG GROUND MOTIONRECORDS
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COMPUTATION OF SYNTHETIC SEISMOGRAMS OF SOME SIGNIFICANT EGYPTIAN EARTHQUAKES USING THEREFLECTIVITY METHOD IDENTIFICATION OF SEISMIC WAVE FIELDS BY PATTERNSIN TIME-DEPENDENT PRINCIPAL CORRELATION AXES STANDING WAVES AND MACROSEISMIC FIELD: EMPIRICAL AND THEORETICAL EVIDENCES STOCHASTIC SIMULATION OF EARTHQUAKE GROUNDMOTIONS ACCOUNTING FOR BASIN-EDGE GENERATEDSURFACE WAVES MODELLING DIRECTIVITY EFFECTS OF THE OCTOBER 31,2002 (MW=5.7), MOLISE, SOUTHERN ITALY, EARTHQUAKE. A ROBUST METHOD TO OBTAIN THE AMPLITUDE MODULATION FUNCTION OF A STRONG MOTION RECORD SIMULATION OF EARTHQUAKE ACCELEROGRAMS USINGWAVELET S NUMERICAL SIMULATIONS OF THE GROUND DAMAGESAT GERACE DURING THE CALABRIAN SEISMIC EVENTS IN1783 GROUND MOTION ATTENUATION, EXTREMES AND PERCEPTIBILITY HAZARD OF ACCELERATION, VELOCITYAND MACROSEISMIC INTENSITY IN BULGARIA AND THEBROAD BALKAN REGION PREDICTIVE RELATIONSHIP FOR PEAK GROUND DISPLACEMENT FOR EUROPE: ARTIFICIAL NEURALNETWORK APPROACH EFFECTS OF VERTICAL COMPONENT OF NEAR FAULTGROUND MOTIONS ON SEISMIC RESPONSE OF HIGHWAYBRIDGES VRANCEA SEISMIC SOURCE CALIBRATION USING ASMALL-APERTURE ARRAYHIGH-FREQUENCY SPECTRAL SHAPE OF ACCELERATIONDATA RECORDED IN CASE OF VRANCEA (ROMANIA)INTERMEDIATE-DEPTH EARTHQUAKES SITE CLASSIFICATION ASSESSMENT FOR ESTIMATINGEMPIRICAL ATTENUATION RELATIONSHIPS: THE CASE OFNORTH-CENTRAL ITALY REGIONS. DYNAMIC STRESS CHANGES DURING THE 2000 TOTTORI-KEN-SEIBU EARTHQUAKE INFERRED FROMSTRONG MOTION DATAGROUND MOTION SIMULATION IN THE GRENOBLE BASINUSING EMPIRICAL AND NUMERICAL GREEN'S FUNCTIONS SYNTHESIS STRONG GROUND MOTION ESTIMATED BYUSING EMPIRICAL GREEN FUNCTION FOR TEHRANREGION ATTENUATION MODELS FOR HAZARD STUDIES IN WESTERN IBERIAEVALUATION OF 3D VELOCITY STRUCTURE MODELS OFMARMARA BASED ON FDM SIMULATION OF GROUNDMOTION FROM MW 4.1 EVENTDOMINANT PERIODS OF LONG-PERIOD STRONGGROUND MOTION IN KANTO BASIN OBTAINED BY H/VSPECTRAL RATIOS OF SEISMIC RECORDS ATTENUATION RELATIONSHIPS IN NORTH WESTERNITALY CALIBRATED USING WEAK MOTION DATACHARACTERISATION OF SEISMIC RESPONSE USINGMULTI-DEGREE OF FREEDOM INELASTIC RESPONSESPECTRA
S. Salah El-Hadidy Youssef
J. Bretschneider, R. Scherer
F. Aptikaev, O. Erteleva
B. Halldorsson, A. Papageorgiou
G. Franceschina, F. Pacor, G. Cultrera,A. Emolo, F. Gallovic C. Sánchez-Carratalá, I. Ferrer
A. Arash Zandieh
A. Costanzo, F. Silvestri
J. Bayliss, P. Burton
A. Irshad Ahmad, M. M. Hesham El Naggar, A. Akhtar Naeem Khan
Z. Yilmaz, E. Erduran, S. Kunnath, R. Chai, N. Abrahamson
E. Popescu, M. Popa, A. Placinta, I. Moldovan, M. Radulian M. Radulian, E. Popescu, A. Placinta,M. Popa, I. Moldovan, B. Grecu
M. Massa, S. Marzorati, E. D'Alema, D. Di Giacomo, P. Augliera
H. Taniyama
M. Causse, E. Chaljub, F. Cotton
M. Famili, A. Mahdavian
S. Vilanova, J. Fonseca, C. Oliveira
G. Birgoren
H. Cruz, T. Furumura, F. Chavez-Garcia
S. Barani, D. Bindi, G. Ferretti, D. Spallarossa S. Wilkinson, R. Hiley
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ES 3b Structural Engineering - Bridges Level -1
ID n°TitlePoster n°
SOME PECULIARITIES OF BRIDGES PERFORMANCEBASED DESIGNING (PBD) SEISMIC RESPONSE ANALYSIS FOR THE GIRDER BRIDGES WITH HIGH PIERS TWO DIMENSIONAL NONLINEAR ANALYSIS OF SEMI-INTEGRAL ABUTMENT BRIDGE UNDER NEAR FAULTEARTHQUAKE LOAD
I. Kuznetsova
K. Wang, Q. Li,
S. Nayeri, M. Barghian, M. Yousefzadeh, J. Safadoust
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EXPERIMENTAL ASSESSMENT OF DYNAMIC CHARACTERISTICS OFA NEW PRESTRESSED CONCRETE BRIDGE UNDER VARIOUS EXCITATION THE PERFORMANCE OF INTEGRAL-ABUTMENT BRIDGES AND THEGEOSYNTHETIC TENSILE REINFORCEMENT BACK-FILLSEISMIC BEHAVIOR OF JOINTLESS LINK SLAB BRIDGES
CONSTRUCTION OF CONTINUOUS GIRDER BRIDGES IN SEISMICREGIONS OF RUSSIASTOCHASTIC SEISMIC RESPONSE OF THE HUMBER SUSPENSIONBRIDGE TO SPATIALLY VARYING GROUND MOTIONS SEISMIC PERFORMANCE OF CURVED VIADUCTS WITH UNSEATINGPREVENTION CABLE RESTRAINERS ESTIMATION OF MAXIMUM IMPACT FORCE ON NATURAL RUBBERDURING COLLISION OF TWO STEEL BARS SEISMIC RELIABILITY ANALYSIS OF CABLE-STAYED BRIDGE CONSIDERING ENTIRE-BRIDGE SYSTEM SEISMIC RETROFITTING OF CONCRETE BRIDGES SEISMIC FRAGILITY ANALYSIS OF HARP TYPE CABLE STAYED BRIDGES WITH SUPPORT FLEXIBILITYDISPLACEMENT-BASED DESIGN OF CONTINUOUS CONCRETEBRIDGES UNDER TRANSVERSE SEISMIC EXCITATION SEISMIC PERFORMANCE EVALUATION OF A STEEL ARCH BRIDGE
EMPIRICAL TORSIONAL HYSTERESIS MODEL FOR RC COLUMNSUNDER COMBINED CYCLIC BENDING AND TORSION ANALYTICAL STUDY ON POUNDING OF GIRDER END TO A BRIDGETHAT SUFFERED DISASTER WITH THE 2004 NIIGATA-KEN CHUETSUEARTHQUAKE RESPONSE ANALYSIS ON BRIDGES SUPPORTED BY RC C-BENTCOLUMNS SEISMIC BRIDGE DESIGN AND DETAILING IN QUEBEC, CANADAANTISEISMICS DEVICES IN BRIDGES
OHBA-OHASHI PILE-SUPPORTED BRIDGE EXPERIMENT REVISITED:PARADOXES AND NEW INTERPRETATIONS A PROCEDURE FOR SEISMIC HEALTH MONITORING OF BRIDGES CYCLIC TESTS OF BRIDGE HOLLOW PIERS: NUMERICALSIMULATION AND EXPERIMENTAL VALIDATION
THE EFFECT OF VERTICAL COMPONENT OF EARTHQUAKE ONCONTINUES AND MONOLITHIC FRAME BRIDGES SEISMIC RISK ASSESSMENT IN EGNATIA MOTORWAY LONG BRIDGES ISSUES ON THE CAPACITY DESIGN OF TALL BRIDGE PIERS
AN ALTERNATIVE PROPOSAL FOR A "MOVABLE" ABUTMENT FORINTEGRAL BRIDGES EFFECT OF LIQUEFACTION ON THE SEISMIC PERFORMANCE OFMULTI-SPAN SIMPLY SUPPORTED BRIDGES PERFORMANCE OF BRIDGES AND TRANSPORTATION NETWORKSDURING HURRICANE KATRINAPUENTE BICENTENARIO DE CHILOE' - LONG SPAN SUSPENSIONBRIDGE WITH STRONG SEISMIC ACTIONS
A SEISMIC ENERGY DISSIPATION SYSTEM FOR SHORT ANDMEDIUM SPAN BRIDGES PSEUDO-DYNAMIC TESTING OF A THREE-COLUMN BRIDGE BENTWITH SUBSTRUCTURING USING ISOLATION FOR SEISMIC CONTROL OF CABLE-STAYEDBRIDGES RESPONSE OF BRIDGE PIER AND NUMBER OF ARTIFICIALTIME-HISTORIES USED FOR NON-LINEAR DYNAMIC ANALYSIS QUASI-STATIC AND PSEUDO-DYNAMIC TESTING OF DAMAGERESISTANT BRIDGE PIERS WITH HYBRID CONNECTIONS
Y. Zaslavsky, I. Minkin, M. Rabonovich, N. Perelman
S. Nayeri, M. Barghian, M.Yousefzadeh, J. Safadoust A. Vasseghi, F. Nateghi, M. Pournadaf Haghi G. Shestoperov, E. Balutchic,V. Seliverstov, V. Stepanov S. Adanur, K. Soyluk, A. Bayraktar, A. Dumanoglu F. Ruiz Julian,T. Hayashikawa Y. Kajita, T. Kitahara, Y. Nishimoto, H. Otsuka A. Furukawa, H. Otsuka, Y. Suzuki, T. Betsumiya M. Causevic, M. Bulic R. Khan, T. Datta, S. Ahmad
J. Alvarez Botero, N. Priestley J. Alvarez, S. Zavala, J. Mejia, M. Jara P. Tirasit, K. Kawashima
H. Tomohisa
S. Nagata, K. Kawashima
V. Latendresse D. Cizmar, A. Nizic, D. Mestrovic G. Mylonakis, C. Syngros
K. Mirza, C. Ventura P. Delgado, N. Vila Pouca, P. Rocha, V. Rodrigues, A.Arêde, A. Costa, R. Delgado A. Delnavaz, A. Rahaie
N. Theodulidis, Z. Roumelioti,P. Panetsos R. Ceravolo, G. Demarie, L. Giordano, D. Sabia S. Mitoulis
R. Desroches, L. Duenas-Osorio R. Desroches, J. Padgett, B. Nielson, O. Kwon J. Tourtois, P. Gernigon, M. Dr. Empelmann, H. Dr. Dorgarten M. Jara, J. Jara
N. Roy, B. Weber, P. Paultre,P. Proulx J. Wilson, M. Wesolowsky
V. Nguyen, A. Chan
D. Marriott, A. Palermo, S. Pampanin
149
152
262
267
300
353
488
491
580 601
720
727
791
846
855
926 990
1131
1134 1206
1250
1268
1322
1377
1379
1381
1447
1465
1484
1498
1503
1966
P038A
P039A
P040A
P041A
P042A
P043A
P044A
P045A
P046AP047A
P048A
P049A
P050A
P051A
P052A
P053AP054A
P055A
P056AP057A
P058A
P059A
P060A
P061A
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P063A
P064A
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P069A
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Y ES 3c Structural Engineering - Concrete Level -1
ID n°TitlePoster n°
TECHNICAL AND ETHICAL REFLECTIONS ABOUT THE VERYCRITICAL INSTABILITY OF A CONSTRUCTION IN VARESE SHEAR STRENGTH PREDICTION OF REINFORCED CONCRETEFRAME ELEMENTS UNDER CYCLIC LOADS A STUDY ON SEISMIC BEHAVIOR OF PRECAST REINFORCEDCONCRETE WALLS A CRITICAL ASSESSMENT OF CONFINEMENT REINFORCEMENTREQUIREMENTS OF IS 13920-1993 CODE NON-LINEAR ANALYSIS OF RC BRIDGE PIERS UNDER EARTHQUAKES GENERATED FITTING TO EC8 SPECTRUM SEISMIC EVALUATION AND RETROFITTING OF AN OLD CONCRETEBUILDING EXTERIOR PT AND RC SLAB-COLUMN CONNECTIONS SUBJECTEDTO QUASI-STATIC CYCLIC LOADING EFFECT OF SEMIRIGID JOINTS ON SEISMIC PERFORMANCE OF RCFRAMED STRUCTURES CIRCULAR AND RECTANGULAR REINFORCED CONCRETECOLUMNS JACKETED WITH CFRP SHEETS RESEARCH, DEVELOPMENT AND APPLICATION OF HIGHSTRENGTH CONCRETE IN MACEDONIABEARING SHEAR WALLS WITH COFFOR SYSTEM ANALYTICAL MODELS FOR STRENGTHENING OF SQUARE RCCOLUMNS WITH CFRPIAEA COORDINATED RESEARCH PROJECT ON SAFETYSIGNIFICANCE OF NEAR FIELD EARTHQUAKE ON THE EVALUATION OF THE RESISTANCE OF RC SECTIONS SUBJECTED TO AXIAL FORCE AND BIAXIAL BENDING MOMENTEXPERIMENTAL AND ANALYTICAL INVESTIGATION ON THE SEISMICBEHAVIOR OF ECCENTRIC RC BEAM-COLUMN JOINTS DAMAGE ANALYSIS OF RC FRAMES BASED ON FLOOR CAPACITYCURVES SIGNIFICANCE OF SHEAR MODELING ON SEISMIC ASSESSMENTOF RC STRUCTURES ANISOTROPIC DAMAGE FOR REINFORCED CONCRETE WITHINMULTIFIBRE FINITE ELEMENT BEAM THEORYSEISMIC PERFORMANCE OF CIRCULARLY CONFINED HIGH-STRENGTH CONCRETE COLUMNS EFFECT OF RESTORING FORCE MODEL FOR COLUMN-TYPE RCPIERS ON DISPLACEMENT DUCTILITY BASED DESIGN CRACK WIDTH OF REINFORCED CONCRETE COLUMNS SUBJECTED TO SEISMIC FORCE DYNAMIC RESPONSE OF REINFORCED CONCRETE STRUCTURESWITH LARGE DOMES SEISMIC BEHAVIOUR OF MULTI-STOREY BUILDINGS WITH POSTTENSIONED RC WALLS 3D PUSHOVER VERSUS NONLINEAR DYNAMIC METHOD IN ANALYZING IRREGULAR RC FRAMES EVALUATION OF DUCTILITY FOR RC PILES SUBJECTED TO CONFINING PRESSURE IN THE GROUND EFFECTIVE SHEAR AREA OF UNIFORMLY REINFORCED CONCRETECIRCULAR SECTIONS COST MODELLING OF FOUNDATION SYSTEMS FOR RCC MULTISTOREY BUILDINGS DESIGNED FOR SEISMIC EFFECTS INVESTIGATION ON SEISMIC PERFORMANCES OF RC FRAMESWITH REFINED MULTI-COMPONENT MODELLING NEURAL NETWORK ESTIMATION OF LATERAL CONFINEMENTCOEFFICIENT FOR R/C RECTANGULAR COLUMNS PROBABILISTICALLY CONTROLLED DESIGN VALUES OF THE GLOBAL AND LOCAL DYNAMIC RESPONSE OF RC STRUCTURES DESIGN EQUATIONS FOR THE TRANSVERSE REINFORCEMENTFOR CONFINEMENT OF ELLIPTIC RC COLUMN SECTIONS SEISMIC BEHAVIOUR OF OLD CONCRETE
FLEXURE-SHEAR BEHAVIOR AND DISPLACEMENT-BASED SHEARCAPACITY MODELS FOR BRIDGE COLUMNS DUCTILE CAPACITY OF RC BEAM-COLUMN ASSEMBLIES SUBJECTED TO REVERSED CYCLIC LOADING
F. Bartolozzi
G. Arslan
Y. Chiou, Y. Liou, C. Huang
U. Sharma, P. Bhargava, S. Kaushik V. Nguyen, A. Chan
F. Danesh, M. Sarafraz
T. Kang, S. Kee, S. Han, L. Lee B. Shah, S. Patodi, N. Shah
A. Ilki, E. Karamuk, O. Peker,C. Demir, N. Kumbasar R. Petrusevska-Apostolska,G. Necevska-Cvetanovska Z. Liu, V. Davidovici A. Zarafshan, O. Huth, M. Motavalli P. Varpasuo
L. Liberatore
B. Canbolat, J. Wight
A. D'Ambrisi, M. De Stefano,M. Tanganelli A. Mwafy, A. Elnashai
F. Ragueneau, A. Souid, A. Delaplace, R. Desmorat Y. Sun, H. Matsuo, J. Ishihara K. Hirao, Y. Nariyuki, S. Sasada I. Kishimoto, Y. Ohno
J. Abdalla, A. Mohammed
A. Marini, P. Riva, E. Spacone A. Jalali, Y. Yasrebinia
T. Imamura, Y. Murono
I. Merta
V. Thiruvengadam, K. Praseeda, J. Wason A. D'Ambrisi, M. De Stefano,M. Tanganelli S. Noyan Alacali, B. Akbas,B. Doran A. D'Ambrisi, M. Mezzi
J. Martinez-Rueda, C. Dymiotis-Wellington V. Levtchitch, V. Kvasha, H. Boussalis, A. Chassiakos J. Lee, S. Ko, J. Choi, Y. Chung J. Lee, J. Kim, H. Hwang, M. Chang
25
51
79
87
104
118
144
193
249
292
293 422
442
570
585
666
674
679
712
737
746
821
876
880
978
1047
1092
1135
1159
1177
1197
1244
1255
1279
P070A
P071A
P072A
P073A
P074A
P075A
P076A
P077A
P078A
P079A
P080AP081A
P082A
P083A
P084A
P085A
P086A
P087A
P088A
P089A
P090A
P091A
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P093A
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P103A
Author(s)
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YRIGID AND FLEXIBLE DIAPHRAGM BEHAVIOR OF R/C STRUCTURESRELATED TO THE RIGIDITY DISTRIBUTIONS A MORE REALISTIC LATERAL LOAD PATTERN FOR DESIGN OF R/CBUILDINGS WITH MOMENT FRAMES AND SHEAR WALLS NON-LINEAR ANALYSIS OF RC BRIDGE PIERS UNDER ARTIFICIALEARTHQUAKES GENERATED ACCORDING TO EC8 RESPONSE ANALYSIS OF RC STRUCTURE-FOUNDATION-SOILSYSTEM USING FINITE ELEMENT METHOD CONVENTIONAL STEEL TIES VERSUS FRP CASINGS AS CONFINEMENT REINFORCEMENT FOR BUILDINGS DUCTILITY IMPROVEMENT OF NON-SEISMICALLY DESIGNED RCSHEAR WALL-FRAMES ANALYZING SEISMIC BEHAVIOR OF PERFORATED SQUAT R/CSHEAR WALLS A MODELING METHOD FOR A GIRDER OF STRUCTURES WITH SEISMIC SLITS INFLUENCE OF SLIP OF REINFORCEMENT BARS ON THE COLLAPSE BEHAVIOUR OF RC COLUMNS NON-LINEAR ANALYSIS OF REINFORCED CONCRETE FRAMESTRUCTURES AND ASSIGNMENT ITS RESPONSE TO SEISMIC LOAD
F. Gulay, U. Sahbaz, M. Ayranci, A. Bahcecioglu M. Hosseini, A. Khoshamadi
V. Nguyen, A. Chan
T. Maki, H. Mutsuyoshi
T. Ozbakkaloglu, M. Saatcioglu J. Kuang, A. Atanda
M. Baradaran Shoraka, H. Moghaddam T. Ohmura
P. Diotallevi, L. Landi
K. Pohl, J. Maca
1290
1463
1502
1504
1517
1533
1537
1591
1637
1891
P104A
P105A
P106A
P107A
P108A
P109A
P110A
P111A
P112A
P113A
ES 3d Structural Engineering - Control Level -1
P116A
P117A
P118AP119A
P120A
P121A
P122A
P123A
P124A
P125A
P126A
P127A
P128AP129A
P130A
P131A
P132AP133A
P134A
P135A
P136A
P137A
P138A
F. Bartolozzi
S. Sajjadi Alehashem, A. Keyhani, H. Pourmohammad M. Motamedi, F. Nateghi-A. M. Dutkiewicz
A. Bhaskararao, R. Jangid
A. Bhaskararao, C. Christopoulos H. Pourmohammad, M. Ziyaeifar, M. Ghafory-Ashtiany V. Smirnov
M. Melkumyan
B. Soneji, R. Jangid
N. Funaki, T. Fujita, N. Hori,N. Inoue, S. Kawamata O. Navarro, J. Jara
T. Furuta D. Lopez-Garcia, G. Cimellaro, J. Almazan S.V. Bakre, R. Jangid, G. Reddy F. Mazza, A. Vulcano
M. Bhardwaj, T. Datta S. Motahari, M. Ghassemieh
P. Mata A, R. Boroschek K, A. Barbat H, S. Oller M F. Mazza, A. Vulcano
M. Mnatsakanyan, Z. Khlghatyan M. Shih, W. Sung
W. Sung, M. Shih
EARTHQUAKE ISOLATION SELF-CENTERING SYSTEM WITH SIDERIGID LINK-RODS STRUCTURES EQUIPPED WITH ADAS AND TADAS DAMPERS AND CONVENTIONAL STRUCTURES
EXPERIMENTAL STUDY OF ACCORDION METALLIC DAMPER (AMD) EFFECT OF APPLICATION OF DYNAMIC ABSORBERS ON THE FOOTING VIBRATIONS OPTIMUM PARAMETERS OF VISCO-ELASTIC DAMPER FORCONNECTING ADJACENT STRUCTURES FREQUENCY RESPONSE OF A SELF-CENTERING STRUCTURE WITHBI-LINEAR BEHAVIOR BUILDINGS WITH FLOOR ISOLATION SYSTEM: PRACTICALITY
PERFORMANCE BASED DESIGNING (PBD) STRUCTURES WITHMASS DAMPERS FIRST RESEARCH IN ARMENIA ON THREE DIMENSIONAL SEISMICISOLATION SYSTEMS HYBRID CONTROL STRATEGY FOR SEISMIC PROTECTION OFCABLE-STAYED BRIDGE EARTHQUAKE RESPONSE CHARACTERISTICS OF ROCKING PILLARISOLATION SYSTEM DEVELOPED FOR MASONRY HOUSES EFFECT OF THE STRENGTH AND STIFFNESS DEGRADATION ONSTRUCTURES WITH ENERGY DISSIPATING SYSTEMS CHARACTERISTICS OF A NEW TYPE VARIABLE STIFFNESS DAMPER SEISMIC RESPONSE OF ADJACENT STRUCTURES CONNECTED BYNONLINEAR VISCOUS DAMPERS PASSIVE CONTROL OF PIPING SYSTEM: ANALYTICAL STUDIES ANDEXPERIMENTAL INVESTIGATIONS NONLINEAR RESPONSE OF BASE-ISOLATED BUILDINGS UNDERNEAR-FAULT GROUND MOTIONS ANN CONTROL OF FRAMES FOR FUTURE EARTHQUAKES EVALUATION OF DAMAGE OF STRUCTURES WITH SHAPE MEMORYALLOY DAMPERS SUBJECTED TO SEISMIC EXCITATIONS NUMERICAL AND EXPERIMENTAL STUDY OF HIGH DAMPING ELASTOMERS FOR ENERGY DISSIPATING DEVICES EFFECTS OF NEAR-FAULT EARTHQUAKES ON THE NONLINEARRESPONSE OF R.C. FRAMES WITH DISSIPATIVE BRACES ON THE APPLICATION OF DYNAMIC DAMPER FOR IMPROVEMENTOF BUILDINGS SEISMIC RESISTANCE DEVELOPMENT AND TESTING OF AUTONOMOUS CONTROLLERFOR SEMI-ACTIVE CONTROL DEVICE SEISMIC REDUCTION PERFORMANCE OF PREDICTIVE CONTROL-VELOCITY PREDICTOR FOR SEMI-ACTIVE DAMPER
27
31
38 97
131
132
187
189
196
276
285
391
403 424
474
481
547 594
654
672
675
697
699
ID n°TitlePoster n° Author(s)
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CONTROL INSIDE OF STRUCTURAL SYSTEM : THEORY AND EXPERIMENTMULTI-STOREY STRUCTURES WITH VERTICALLY DISTRIBUTEDSEISMIC ISOLATION INELASTIC VIBRATION ABSORBER FOR MULTISTOREY BUILDINGSASYMMETRIC IN PLAN OPTIMAL DAMPER SIZING FOR DIFFERENT DAMPER PLACEMENTSIN SHEAR-TYPE STRUCTURES SMART TECHNOLOGIES FOR SEISMIC PROTECTION OF HISTORICAL STRUCTURES DESIGN STUDIES FOR LARGE NUCLEAR PROJECTS ON ASEISMICPADS SPECTRAL ANALYSIS OF SDF SYSTEMS EQUIPPED WITH NON-LINEAR VISCOUS DAMPERS STUDY FOR THE EARTHQUAKE PROTECTION OF A RC FRAMEBUILDING WITH ADDED VISCOELASTIC DAMPERS EFFECT OF PIERS' FLEXIBILITY ON THE SEISMIC RESPONSE OFISOLATED BRIDGES DETERMINATION OF NON-LINEAR PARAMETER OF VISCOUS DAMPER USING OPTIMAL ALGORITHM SEISMIC ISOLATION OF RC STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS OPTIMAL PARAMETERS OF PASSIVE TUNED MASS DAMPER
DETERMINING OF DASHPOT OPTIMAL CHARACTERISTICS USINGSTRUCTURAL CONTROL ALGORITHMS ACTIVE CONTROL OF NON-SYMMETRIC BUILDING MODELS SEISMIC RESPONSE SPECTRA WITH UAFR OF SYSTEMS WITHENERGY-DISSIPATING DEVICES SEISMIC PERFORMANCE OF A MODULAR TURBO-GENERATORS'BASE ISOLATION SYSTEM PERFORMANCE OF TUNED MASS DAMPERS FOR RESPONSEREDUCTION OF SEISMICALLY EXCITED NONLINEAR STRUCTURES ACTIVE CONTROL OF IRREGULAR SOIL-BUILDING INTERACTIONSYSTEMS DESIGN AND APPLICATION OF SEISMIC ISOLATION IN CHINACOMPARATIVE STUDY OF DIFFERENT PASSIVE DISSIPATION SYSTEMS: EXAMPLE OF A DESIGN APPLICATION DECENTRALIZED SLIDING MODE CONTROL OF STRUCTURESUNDER EARTHQUAKE LOADINGS SEISMIC ISOLATION OF CIVIL BUILDINGS AND NUCLEAR STRUCTURES IN RUSSIA. RESEARCH, DESIGN AND APPLICATIONS
M. Juhas, V. Svrcek, G. Bergamo M. Phocas, P. Komodromos
B. Raghu Prasad
S. Silvestri, T. Trombetti, G. Gasparini A. Mandara, A. Durante, F. Ramundo, G. Spina P. Sollogoub, I. Politopoulos,X. Bravo, L. Patisson P. Diotallevi, L. Landi, A. Dellavalle P. Diotallevi, L. Landi
S. Berton, G. Castellano, S. Infanti A. Sotlany, M. Ziafyar
P. Diotallevi, L. Landi, S. Benni G. Hemalatha, V. Udhayakumar, K. Jaya A. Soltani, M. Ziyaeifar
J. Jaimes J. Rivera
E. Cruz, P. Enriquez
B. Kamrani-Moghaddam
C. Chang, C. Lin, J. Wang
F. Zhou
P. Diotallevi, L. Landi, S. Orlandi S. Monajemi-Nejad, F. Rahimzadeh Rofooei J. Eisenberg, V. Belyaev, V. Smirnov
847
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940
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1096
1172
1173
1174
1175
1201
1294
1329
1402 1486
1499
1581
1616
1632
1636
1794
1824
P140A
P141A
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P144A
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P156A
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ES 3e Structural Engineering - Experimental Level -1
ID n°TitlePoster n°
SEISMIC DESIGN OF COMPOSITE STEEL AND CONCRETE BASECOLUMN CONNECTIONS EUROSEISTEST: A EUROPEAN LARGE SCALE TEST SITE FACILITYAT VOLVI-GREECE HEALTH MONITORING OF PARTIALLY INSTRUMENTED STRUCTURES COMPUTATIONAL SYSTEM FOR IDENTIFICATION IN EXPERIMENTALDYNAMICS
EXPERIMENTAL EVALUATION OF LATERAL STIFFNESS OF CONFINED MASONRY STRUCTURES SEISMIC PERFORMANCE OF RC BEAM-COLUMNS JOINTS RETROFITTED USING LIGHT RC JACKET : EXPERIMENTAL STUDYPSEUDO-FORCE CONTROL METHOD FOR REAL-TIME SUBSTRUCTURE TESTING WITH IMPLICIT INTEGRATION ALGORITHMS EVALUATION OF THE ENERGY DISSIPATED BY HYSTERESIS IN R/CSHEAR WALLS USING PARAMETERS OF DISPLACEMENTDYNAMIC RESPONSE ASSESSMENT OF BUILDING FROM MICRO-TREMOR MEASUREMENTS IN GUADELOUPE, FRANCE
L. Di Sarno
K. Pitilakis, G. Manos
M. Limongelli
P. García Valery, C. Genatios, F. Garcés, M. Lafuente F. Garcés, C. Genatios, M. Lafuente C. Karayannis, G. Sirkelis, C. Chalioris B. Wu
C. Oyarzo Vera
E. Bertrand, A. Duval, S. Vidal
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95
124
129
130
136
161
166
177
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Author(s)
P139A T. Datta, M. Manepalli SINGLE MODE NONLINEAR SEISMIC CONTROL OF BUILDING FRAMES WITH ANN
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YRETROFITTING R/C BRIDGE PIER TYPE CROSS-SECTIONS WITHPARTIAL CONFINEMENT EMPLOYING CFRPS LARGE SCALE EARTHQUAKE TESTING FACILITY FOR VULNERABILITY ASSESSMENTSEISMIC BEHAVIOR OF PRECAST/POST-TENSIONED REINFORCEDCONCRETE BEAM TO COLUMN CONNECTIONS ASSESSMENT OF NON-LINEAR SHAKING TABLE SPECIMEN INTERACTION LNEC-SPA, A COMPLETE SHAKING TABLE TEST ANALYSIS TOOL
SHAKING TABLE TEST OF 1/3 SCALE MODEL OF PIPELINE SYSTEMPART 2: ANALYTICAL RESULTS
HYSTERETIC ENERGY DISSIPATION IN LATERALLY RESTRAINEDSTEEL TUBE AND SOLID BAR BRACES EXPERIMENTAL STUDY OF THE BAMBOO-MUD-WALL USED IN TAIWANESE HISTORIC BUILDING NON-DESTRUCTIVE GEOPHYSICAL SURVEYS FOR DYNAMIC CHARACTERIZATION OF MALLORCA CATHEDRALDYNAMIC INVESTIGATIONS AND LINEAR ANALYSIS OF THE MALLORCA CATHEDRALSEISMIC DAMAGE DETECTION USING SMART PIEZO-TRANSDUCERS AND ELECTRO-MECHANICAL IMPEDANCE SIGNATURES REPAIR OF LARGE SCALE REINFORCED CONCRETE FRAMEDSHEAR WALLS BY STEEL PLATES MODAL IDENTIFICATION OF A STONE MASONRY CHURCH , INLAGOS PORTUGAL, DURING REHABILITATION PROCESS
AMBIENT VIBRATION MEASUREMENTS ON A CABLE STAYEDBRIDGE SEISMIC RETROFITTING OF SUBSTANDARD REINFORCEDCONCRETE PRISMATIC MEMBERS USING COMPOSITE JACKETS SEISMIC BEHAVIOUR OF REINFORCED CONCRETE COLUMN WITHWINGS SHAKING TABLE TESTS ON AN ASYMMETRIC LIMESTONEMASONRY BUILDING
QUASI-STATIC TESTS ON WALL ELEMENTS CONSTRUCTED DURINGTHE RECONSTRUCTION OF ST. ATHANASIUS CHURCH AMBIENT VIBRATION TESTING OF HISTORICAL MONUMENTS SHAKING TABLE TEST OF 1/3 SCALE MODEL OF PIPELINE SYSTEM -PART 1: EXPERIMENTAL RESULTS COMPARISON OF EXPERIMENTAL AND FINITE ELEMENTRESPONSES OF STEEL-FIBER-REINFORCED CONCRETE BEAMS INSTRUMENTAL DATA AND ANALYTICAL CONSIDERATIONS ON THEPERFORMANCE OF A PECULIAR STRUCTURE EXPERIMENTAL RESEARCH ON LOW-REINFORCED CONCRETEWALLS SHAKE TABLE TESTS OF A 3-STOREY IRREGULAR RC STRUCTUREWITHOUT ENGINEERED EARTHQUAKE RESISTANCE EXPERIMENTAL MODAL ANALYSIS OF THE CEDRAV HISTORICALBUILDING PSD TESTS AND SUBSTRUCTURING OF DAMAGEABLE STRUCTURES UNDER TWO COMPONENT EARTHQUAKES. FRICTIONAL APPROACH TO SEISMIC ANALYSIS OF FLEXIBLE SLIDING-STRUCTURES TESTING OF AN ELEVATED VIADUCT IN MEXICO CITY
RECORDED SEISMIC RESPONSE OF AN INSTRUMENTED HIGH-RISEREINFORCED-CONCRETE BUILDING IN BUCHARESTCHARACTERIZATION OF A LARGE SHAKING TABLE FACILITY ATEUCENTRE PAVIACOMPAIR OF DYNAMIC SPECIFICATIONS IN MATHEMATICALMODELS WITH TEST OVER REAL MODELS A SUBSTRUCTURE HYBRID EXPERIMENT OF A SEMI-ACTIVELYCONTROLLED BASE ISOLATED BUILDING DYNAMIC BEHAVIOUR OF THE FIRST INSTRUMENTED BUILDING INFRANCE: THE GRENOBLE TOWN HALL
G. Manos, V. Kourtidis
T. Payen
C. Chin-Tung, C. Liu
A. Crewe
L. Mendes, A. Costa, E. Coelho V. Hristovski, L. Tashkov, L. Krstevska, B.Temelkovska, M. Jovanovic O. Celik, J. Berman, M. Bruneau C. Chia-Chi, T. Meng-Ting, C. Ja-Shian, S. Chung-Hsien J. Caselles, G. Martinez, J. Clapes, P. Roca, J. Canas G. Martinez, P. Roca, J.Caselles, J. Clapes, J. Canas C. Providakis, M. Voutetaki
Y. Liou, Y. Chiou, C. Huang,M. Sheu M. Viana Baptista, J. Costa,P. Silva, P. Mendes, R. Brincker A. Kibboua, M. Farsi, J. Chatelain, B. Guillier G. Thermou, D. Syntzirma, S. Pantazopoulou L. Kuo-Chiang, L. Yuh-wehn,H. Wen-Chun R. Bairrão, E. Coelho, A. Campos Costa, M. Falcão silva, E. Juhasova V. Sendova, M. Velkov
L. Krstevska, L. Taskov L. Tashkov, L. Krstevska, V. Hristovski, B. Temelkovska D. Ozcan, A. Bayraktar, S. Adanur, T. Haktanir I. Vlad, M. Vlad, H. Sandi
M. Pavel, M. Seki, C. Pavel,R. Vacareanu E. Coelho, A. Campos Costa,P. Candeias, M. Falcão silva D. Rinaldis, P. Clemente, G. Teresi A. Souid, A. Delaplace, F. Ragueneau, R. Desmorat B. Mendez, E. Botero, M. Romo D. Murià-Vila, A. Sánchez-Ramírez, R. GómezMartínez, J. Escobar-Sánchez S. Demetriu, A. Aldea
T. Trombetti, A. Pavese
Y. Tyupkin, A. Arash Sayari
H. Iemura, A. Igarashi, A. Kalantari C. Michel, P. Gueguen
198
212
218
223
244
264
274
302
304
305
307
354
371
414
451
499
536
538
543 548
587
598
643
645
646
676
682
695
777
778
782
881
941
P173A
P174A
P175A
P176A
P177A
P178A
P179A
P180A
P181A
P182A
P183A
P184A
P185A
P186A
P187A
P188A
P189A
P190A
P191AP192A
P193A
P194A
P195A
P196A
P197A
P198A
P199A
P200A
P201A
P202A
P203A
P204A
P205A
52
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STATIC AND DYNAMIC PROPERTIES OF THE SHAKING TABLERECENTLY BUILT AT THE EUCENTRE, PAVIARETROFITTING OF PRECAST COLUMNS
STONECUTTERS CABLE-STAYED BRIDGE: FULL-SCALE TESTING OFDYNAMIC CONTROL DEVICES SHAKING TABLE TESTS ON FULL-SCALE ONE STOREY R.C. INFILLED FRAME STRUCTURE EXPERIMENTAL STUDY ON REINFORCED CONCRETE JACKETEDCOLUMNS STEEL BEAM-COLUMN CONNECTION USING COPPER-BASEDSHAPE MEMORY ALLOY DAMPERS
SHAKING TABLE TESTS OF 1:3 SCALE MODELS OF 4 STORIES URMBUILDINGS: MODEL ANALYSIS AND VULNERABILITYSHAKING TABLE TESTS OF HALF-SCALE MODELS MADE OF HANDMADE SOLID CLAY BRICKS TIME-FREQUENCY ANALYSIS OF VRANCEA EARTHQUAKERECORDS FROM INSTRUMENTED BUILDINGS FINITE ELEMENT MODAL UPDATING OF REINFORCED CONCRETEBUILDING SEISMIC REHABILITATION OF REINFORCED CONCRETE COLUMNS
EXPERIMENTAL STUDY ON SHAPE MEMORY ALLOYS AS PASSIVESTRUCTURAL CONTROL SYSTEMS DYNAMIC TESTS OF EXPERIMENTAL FRAGMENTS OF MULTISTORYBUILDINGS DESIGNED WITH METAL BRACED FRAMES REINFORCED CONCRETE WALLS' RESISTANCE TO IMPACT OFLATERAL SEISMIC LOADS PERFORMANCE OF PRESCRIPTIVE CODE REQUIREMENTS: SEIS-MIC DESIGN PROVISIONS OF ACI 318-05 FOR COLUMNS EXPERIMENTAL AND ANALYTICAL STUDY OF THE SEISMIC RETROFITTING OF UNREINFORCED MASONRYSEISMIC ANALYSIS OF EMBEDDED STEEL CORRUGATED STRUCTURES FOR TRANSPORTATION SYSTEMS SEISMIC BEHAVIOR OF RC MEMBERS OF HISTORIC BUILDINGS A SOFTWARE FRAMEWORK FOR COLLABORATIVE PSEUDO-DYNAMIC EXPERIMENTS USING OBJECT-ORIENTED TECHNIQUE
EARTHQUAKE DAMAGE DETECTION IN THE FORMER IMPERIALCOUNTY SERVICES BUILDING SEISMIC INSTRUMENTATION OF THE SWISS NUCLEAR POWERPLANTS PERFORMANCE OF LIGHT-WEIGHT STEEL REINFORCEDCONCRETE MEMBERS SUBJECTED TO ECCENTRIC LATERAL LOAD EXPERIMENTAL ANALYSIS ON A REGULAR FULL SCALE INFILLEDFRAME NEW TRENDS IN EARTHQUAKE PROTECTION: THE SEISMICSAFETY OF RC AND STEEL MOMENT RESISTANT FRAME STRUCTURES DYNAMIC TESTING WITH NEW GENERATION OF ACCELEROMETERS
EXPERIMENTAL STUDY ON SEISMIC STRENGTHENING OF SQUARECONCRETE COLUMNS WITH LAP SPLICE DEFICIENCIES STRUCTURAL BEHAVIORS ON THE MOMENT-RESISTING PRECASTCONCRETE BEAM-COLUMN JOINT WITH CONNECTION REINFORCING BARS BEHAVIOR OF SQUARE REINFORCED CONCRETE COLUMNSRETROFITTED WITH CFRP AND AFRPLIGHTLY REINFORCED CONCRETE SQUAT SHEAR WALLS UNDERSTATIC-CYCLIC LOADINGAMBIENT NOISE IDENTIFICATION OF PRINCIPLE MODALPARAMETERS OF FCE BUILDING, LJUBLJANA, SLOVENIA
T. Trombetti, A. Pavese
K. Taskin, E. Yuksel, P. Teymur Tuga, F. Karadogan, S. Yuce, N. Yardimci G. Colato, R. Chiarotto, S. Infanti A. Le Maoult, E. Candigliota
D. Cotofana, V. Popa
O. Moroni, J. Sepúlveda,R. Herrera, R. Boroschek, M. Sarrazin P. Candeias, E. Coelho, A. Campos Costa R. Barragán, S. Alcocer, G. Arias S. Demetriu, I. Borcia
K. Azer, T. Sertac, U. Aysenur
P. Rocha, P. Delgado, V. Rodrigues, M. Santos, A. Arêde, N. Vila Pouca, A. Costa, R. Delgado J. Fuentes
A. Shakhnovich, I. Itskov, M. Wainstein M. Sholpanbaev, A. Bespaev
S. Bae, O. Bayrak
D. Ruiz Valencia
V. Belyaev
M. Marefat, K. Karbasi Arani Y. Yang, K. Tsai, S. Hsieh, K. Wang, S. Wang, W. Cheng, Y. Chang, D. Lau M. Todorovska, M. Trifunac
C. Kuendig, S. Rudaz,O. Razinkov, T. Biro H. Hsu, B. Lin
T. Albanesi, S. Biondi, E. Candigliota, C. Nuti B. Csák, G. Nagy, O. Kegyes-Brassai
L. Zanaica, M. Feng, M. Grendene, D. Kim, C. Modena V. Zanjanizadeh, S. Eshghi
K. Seung Hun, M. Jeong Ho,L. Yong Taeg
S. Mehdizad Taleie
C. Greifenhagen, P. Lestuzzi, M. Badoux G. Trendafiloski, Z. Milutinovic, P. Zupancic, B. Sket Motnikar, A. Gosar
967
971
985
992
1017
1024
1081
1147
1153
1186
1210
1213
1302
1310
1347
1397
1483
1496 1509
1569
1583
1604
1608
1620
1627
1635
1701
1890
2026
2071
P206A
P207A
P208A
P209A
P210A
P211A
P212A
P213A
P214A
P215A
P216A
P217A
P218A
P219A
P220A
P221A
P222A
P223AP224A
P225A
P226A
P227A
P228A
P229A
P230A
P231A
P232A
P233A
P234A
P235A
53
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YES 3g Structural Engineering - Steel Level -1
ID n°Title
COMPARING OF THE IRANIAN SEISMIC STANDARD AND THE GUI-DELINE FOR THE SEISMIC REHABILITATION GUIDELINE SEISMIC BEHAVIOR OF STAGGERED TRUSS SYSTEMS NONLINEAR RESPONSE OF REDUCED BEAM SECTION (RBS)MOMENT CONNECTIONS WITH BOX COLUMNS DEVELOPMENT OF HYBRID RECTANGULAR LINKS FOR ECCENTRICALLY BRACED FRAMES PREDICTING THE HYSTERETIC ENERGY DEMAND IN STEELMOMENT RESISTING FRAMES BY A NEURAL NETWORK MODELEVALUATION OF THE COMBINATION RULES FOR THE EFFECT OFTHE THREE ORTHOGONAL COMPONENTS OF EARTHQUAKES
EFFECT OF THE PRINCIPAL COMPONENTS OF EARTHQUAKES ONTHE SEISMIC RESPONSE OF MOMENT STEEL FRAMES
IRANIAN EXISTING STEEL BUILDINGS: STATE OF THE PRACTICE
EFFECTS OF CONCRETE SLAB ON THE SEISMIC PERFORMANCEOF STEEL BEAM-TO-COLUMN CONNECTIONS MODELING OF COMPLETE STRESS-STRAIN RELATIONSHIP FORHIGH-STRENGTH STEELEVALUATION OF DEFORMATION AND ENERGY ABSORPTION CAPACITY FOR STEEL CONCRETE COMPOSITE MEMBERS EVALUATION OF CUMULATIVE DAMAGE ON HYSTERESIS STEELDAMPER VERIFICATION OF DISPLACEMENT-BASED ADAPTIVE PUSHOVERFOR SEISMIC ASSESSMENT OF HIGH-RISE STEEL BUILD A NEW HYBRID FORCE-DISPLACEMENT SEISMIC DESIGN METHODFOR PLANE STEEL MOMENT RESISTING FRAMES ABOUT THE BRACES CROSS-SECTIONS IN ECCENTRICALLYBRACED FRAMES DIFFERENT LONG LINK CONFIGURATIONS STIFFNESS OF STEEL FRAMES WITH BEAMS CONNECTED TOCOLUMNS IN MINOR AXIS SEISMIC PERFORMANCE OF KNEE-BRACED STEEL FRAMES EFFECT OF COLUMN BASE RIGIDITY ON POST-EARTHQUAKEREPAIR COST OF STEEL MOMENT-RESISTING FRAME STRUCTURES ANALYTICAL SEISMIC BEHAVIOR OF CONCRETE FILLED STEELTUBE COLUMNS STRENGTHENING OF BRACED STEEL BUILDINGS THE NEW DETAILS OF RIGID CONNECTION
USE OF CORRUGATED WEB ZONES IN SMRF BEAMS AS A TYPE OFRBS MOMENT CONNECTIONS CONSIDERING THE SEISMIC RESPONSE OF CONCENTRICALLYBRACED STEEL BUILDINGS NON-LINEAR PUSH-OVER ANALYSIS OF MULTI-STORY STEELSTRUCTURES SUBJECTED TO EXTREME GROUND MOTIONS EXPERIMENTAL VALIDATIONS OF FRICTION DAMPED POST-TENSIONED SELF-CENTERING STEEL MOMENT RESISTING FRAMES A DAMAGE ACCUMULATION CONSTITUTIVE LAW FOR SEISMIC ANALYSIS OF STEEL FRAMES STEEL PLATE SHEAR WALL ,INTRODUCTION TO SEISMIC BEHAVIORAND DESIGN COMPARISON OF DAMAGE INDEXES IN THREE STEELSTRUCTURES THE BEHAVIOR OF STEEL BUILT-UP DOUBLE-I COLUMN WITH SIDEPLATE MOMENT CONNECTION UNDER CYCLIC LOADING THE NON-LINEAR BEHAVIOR OF SIDE PLATE MOMENTCONNECTIONS IRANIAN EXISTING STEEL BUILDINGS: STATE OF THE PRACTICE;PART 1: NON-ENGINEERED PRACTICES
A. Keyvani
J. Kim, J. Lee M. Ghaffari, A. Behravesh, Y. Ghaffari J. Berman, M. Bruneau
B. Akbas, J. Shen
A. Reyes-Salazar, A. Reyes-Salzar, A. López-Barraza, S. Villela-Aragón, J. Velázquez-Dimas A. Reyes-Salazar, A. López-López, A. López-Barraza, D. López-López B. Shafei Pamsari, P. Lestuzzi, M. Motavalli, S. Mirghaderi M. Valente
T. Fukuhara, J. Chen, Y. Sun
M. Doi, D. Kato, F. Murayama, M. Fukushima S. Atsushi, O. Tetsuro,S. Shoji D. Pietra, R. Pinho, S. Antoniou T. Karavasilis, N. Bazeos
H. Köber
H. Köber K. Peker, N. Yardimci
R. Bonett-Díaz B. Stojadinovic, A. Aviramtraubita
T. Moradi Shaghaghi
P. Rafieian, G. Ghodrati Amiri R. Mirghaderi, M. DehghaniRenani R. Mirghaderi, S. Sobhan, S. Torabian P. Rafieian
S. Elkholy, U. Morsy
C. Christopoulos, H. Kim
A. Zambrano, M. Mulas
M. Hooshmandzadeh
M. Tehranizadeh, A. KhajehSamani A. Deylami, M. Shiravand
A. Deylami, M. Shiravand
B. Shafei Pamsari, P. Lestuzzi, M. Motavalli, S. Mirghaderi
36
164 246
330
332
338
339
379
664
760
838
913
956
1013
1059
1071 1150
1188 1228
1274
1343 1344
1400
1421
1430
1442
1457
1529
1542
1612
1613
1779
P236A
P237AP238A
P239A
P240A
P241A
P242A
P243A
P244A
P245A
P246A
P247A
P248A
P249A
P250A
P251AP252A
P253AP254A
P255A
P256AP257A
P258A
P259A
P260A
P261A
P262A
P263A
P264A
P265A
P266A
P267A
Author(s)Poster n°
54
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P269AP270A
B. Shafei Pamsari, P. Lestuzzi, M. Motavalli, S. Mirghaderi A. Neulichedl M. Hosseini, M. Esmaeili
IRANIAN EXISTING STEEL BUILDINGS: STATE OF THE PRACTICE;PART 2: ENGINEERED PRACTICES
DEVELOPMENT OF A SIMPLE PLASTIC HYSTERETIC DAMPER STUDYING THE ENERGY DISSIPATION IN EBFS SUBJECTED TOEARTHQUAKE BY USING NONLINEAR DYNAMIC ANALYSES
1780
1835 2075
ES 5 Existing Structures and Earthquake Risk Reduction Level -1
ID n°TitlePoster n°
FRAGILITY ANALYSIS OF MID-RISE RC FRAME BUILDINGS SEISMIC VULNERABILITY OF MUSTAPHA PACHA HOSPITAL OFALGIERS ASSESSMENT OF THE DIFFERENCE TYPES OF CITIES IN THE SEISMIC PRONE AREAS OF UZBEKISTAN SEISMIC PERFORMANCE OF RETROFITTED SCHOOL BUILDINGS
STUDY OF EARTHQUAKE RESPONSE CHARACTERISTICS OF NON-ENGINEERED EXISTING HOUSINGS IN ASIADERIVATION OF VULNERABILITY FUNCTIONS BASED ON OBSERVATIONAL DATA FOR IRAN THE REGION DIFFERENCE ANALYSIS OF CONSTRUCTION DESTROY RATE IN EARTHQUAKE DISASTER ESTIMATION STRUCTURAL MEASURES FOR SEISMIC RISK REDUCTION IN MULTISTORY BUILDINGS THE FOUNDRYSEISMIC EVALUATION OF EXISTING NUCLEAR POWER PLANTS,APPLICATION IN FRANCE OF THE IAEA APPROACH FRAGILITY-BASED EVALUATION OF THE SEISMIC RETROFITSTRATEGY FOR RC BUILDINGS IN TURKEYAN EVALUATION OF SEISMIC CAPACITY OF 15-STORY BUILDINGSUBJECTED TO VERTICAL DEFORMATION SEISMIC VULNERABILITY FUNCTIONS FOR SWITZERLAND
SEISMIC EVALUATION OF THE MAIN CONTROL BUILDINGS OF ATHERMAL POWER PLANTSEISMIC VULNERABILITY EVALUATION OF A 150M R/C STACK IN ATHERMAL POWER PLANTRETROFITTING CONCRETE FRAMES AGAINST EARTHQUAKES TYPOLOGICAL FRAGILITY CURVES FROM ITALIAN EARTHQUAKEDAMAGE DATARESPONSE MODIFICATION FACTORS FOR CONCENTRIC STEEL-BRACED RC FRAMES A GENERALIZED MODEL FOR DECISION MAKING IN REHABILITATION OF STRUCTURES COST-BENEFIT ANALYSIS FOR REHABILITATION OF RC BUILDINGSIN TURKEYPERFORMANCE-BASED RISK ASSESSMENT AND RETROFITGUIDELINES FOR SCHOOL BUILDINGS IN CANADAEVALUATION OF SEISMIC RETROFITTINGS METHODS FORMASONRY JACK ARCH SLAB SEISMIC VULNERABILITY OF MASONRY BUILDINGS OF ALGIERS EARTHQUAKE RISK REDUCTION OF UNIVERSITY BUILDINGS
ULTIMATE SEISMIC RESISTANCE OF EXISTING RC WAFFLE-FLAT-PLATE STRUCTURES. PART I: PUSHOVER ANALYSES ULTIMATE SEISMIC RESISTANCE OF EXISTING RC WAFFLE-FLAT-PLATE STRUCTURES. PART II: DYNAMIC ANALYSES EFFECTS OF THE SPATIAL CORRELATION IN GROUND MOTION ONTHE SEISMIC RISK OF PORTFOLIO OF BUILDINGS MULTI-CRITERIA DECISION MAKING FOR SEISMIC RETROFITTINGOF A RC STRUCTURE SEISMIC RISK EVALUATION OF THE ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE BUILDING PORTFOLIO PREDICTION OF SEISMIC RESPONSE OF EXISTING ASYMMETRICRC STRUCTURES EVALUATION OF EARTHQUAKE RESISTANCE AND THE STRENGTHENING OF BUILDINGS DAMAGED BY EARTHQUAKE
M. Kirçil, Z. Polat M. Farsi, M. Belazougui
N. Mavlyanova, O. Zakirov
Y. Yeh, L. Chung, T. Chiou,T. Chow S. Suzuki, S. Tanaka, N. Maki, K. Horie, H. Hayashi G. Ghodrati Amiri, M. Jalalian
L. Jiang
P. Satish, P. Dharmendrakumar C. Michel, V. Davidovici E. Gallitre, P. Labbé
M. Erberik, M. Gunay
R. Techasiriwan, W. Fhagatong K. Pfyl-Lang, P. Zwicky,F. Kind, A. Zbinden A. Rezaei Tabrizi, F. Nateghi.AA. Rezaei Tabrizi, F. Nateghi.AF. Shalouf M. Rota, A. Penna, C. Strobbia R. Akbari, M. Adibrad, S. Najafi M. Asheghan, C. Lucas, G. Sobhaninejad A. Yakut, S. Cetinceli
T. White, G. Taylor, C. Ventura S. Zahraei, R. Edalatmanesh,M. Zahrai M. Boukri, M. Bensaibi R. Alexe, A. Calin, C. Calin,C. Dragomir, M. Nicolae, O. Pop, C. Slave A. Catalan, X. Cahis, A. Benavent-Climent X. Cahis, A. Benavent-Climent, A. Catalan H. Takayuki
N. Caterino, I. Iervolino, G. Manfredi, E. Cosenza X. Mittaz
A. D'Ambrisi, M. De Stefano,M. Tanganelli M. Danieli, J. Bloch
42 120
159
167
181
207
219
221
263 265
294
297
331
333
334
336 386
396
438
445
462
482
507 522
530
533
568
606
610
667
673
P272AP273A
P274A
P275A
P276A
P277A
P278A
P279A
P280AP281A
P282A
P283A
P284A
P285A
P286A
P287AP288A
P289A
P290A
P291A
P292A
P293A
P294AP295A
P296A
P297A
P298A
P299A
P300A
P301A
P302A
Author(s)
55
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YSEISMIC RISK OF HIGH-RISE BUILDINGS IN MAJOR CITIES OF CENTRAL BALKAN REGION DUE TO DISTANT EARTHQUAKES SEISMIC VULNERABILITY ASSESSMENT OF SCHOOL BUILDINGS COMPARISON BETWEEN NUMERICAL ANALYSES AND OBSERVEDSEISMIC DAMAGE OF ANCIENT BELL TOWERS. HOLISTIC SEISMIC RISK EVALUATION FOR AN URBAN CENTRE
NUMERICAL TOOL TO STUDY STRUCTURAL REINFORCEMENT OFRC FRAME JOINTS USING FIBER REINFORCED POLYMERS SEISMIC RISK ASSESSMENT OF REINFORCED CONCRETE STRUCTURES SEISMIC BEHAVIOUR OF OLD CONCRETE
PROBABILISTIC SEISMIC HAZARD ANALYSIS WHICH DISTINGUISHES BETWEEN ALEATORY AND EPISTEMIC RANDOMNESS ASSESSMENT OF SEISMIC PERFORMANCE FOR HOSPITALSYSTEMS SPATIAL AND TEMPORAL TRANSLATION OF VULNERABILITYMODELS FOR REINFORCED CONCRETE BUILDINGS
STUDY ON SEISMIC RETROFIT OF AN EXISTING BUILDING WITHSOFT AND WEAK GROUND-FLOOR IN ROMANIA
SEISMIC STRENGTHENING OF STATE BUILDINGS: GOVERNMENTOFFICE OF DATCA, TURKEYTHE FIRST ISRAELI CODE FOR SEISMIC RESISTANCE ASSESS-MENT AND STRENGTHENING OF EXISTING BUILDINGS: STRUCTURE, PRINCIPLES, APPROACH ANALYTICAL ESTIMATION OF VULNERABILITY FUNCTIONS FOR R.C.STRUCTURES NONLINEAR ANALYSIS OF GRAVITY DESIGNED RC FRAMES CONSIDERING VARIOUS FAILURE MODES RETROFITTING STRATEGIES FOR RC EXISTING BUILDINGS
SEISMIC VULNERABILITY AND STRENGTHENING OF A MODERNARCHITECTURE BUILDING A SYSTEMS APPROACH TO THE SEISMIC PERFORMANCE ASSESSMENT OF FRP STRENGTHENED URM INFILL PANELS ENHANCEMENT OF JOINT RESISTANCE BY CFRP STRENGTHENING
IMPROVING THE QUALITY OF EXISTING BUILDINGS THROUGHREPAIR, STRENGTHENING, RECONSTRUCTION AND REVITALIZATION ALTERNATIVE RETROFIT STRATEGIES FOR PRE-70 R.C. BUILDINGS: VULNERABILITY MODELS AND DAMAGE SCENARIOS DEFINING VULNERABILITY OF A SINGLE STRUCTURE EARTHQUAKE ANALYSIS OF A THREE STOREY BUILDING DAMAGEDIN THE JUNE 2000 EARTHQUAKES IN SOUTH ICELAND VERIFICATION OF OUT-OF-PLANE URMB FAILURE MECHANISMSTHROUGH SCALE TESTING SEISMIC RETROFITTING OF AN UNDER-DESIGNED RC STRUCTURE
DEVELOPING A MODEL FOR SEISMIC RISK ASSESSMENT (SRA) OFINTERCITY ROAD NETWORKS IN IRAN
FRAGILITY ASSESSMENT OF REINFORCED CONCRETE FRAMESDESIGNED FOR REGIONS OF MODERATE SEISMICITYSEISMIC RISK EVALUATION OF RC BUILDINGS USING FUZZYSYNTHETIC EVALUATION EVALUATION OF STRENGTH AND DAMAGE INDEXES FOR BUILDINGS ASSESSMENT OF SEISMIC INFLUENCES TO THE EXISTING BUILDINGS IN BISHKEK, KYRGYZSTAN STRUCTURAL SEISMIC RISK ASSESSMENT OF THE HISTORICALITALIAN TOWN OF LAINO CASTELLO DESIGN CRITERIA FOR THE SEISMIC RETROFIT OF REINFORCEDCONCRETE (RC) FRAMES USING FIBER REINFORCED PLASTICS(FRP)
T. Petrovski, J. Petrovski
C. Bhakuni E. Curti, S. Lagomarsino, S. Podestà M. Carreño, O. Cardona, A. Barbat X. Martinez, S. Oller
X. Romão, J. Guedes, A. Costa, R. Delgado V. Levtcitch, V. Kvasha, H. Boussalis, A. Chassiakos S. Silvestri, T. Trombetti, G. Gasparini,
G. Lupoi, P. Franchin, A. Lupoi, P. Pinto G. Trendafiloski, Z. Milutinovic Cancelled
T. Kaminosono, A. Mikame,R. Vacareanu, A. Pretorian,K. Sasai H. Kaplan, S. Yilmaz, Y. Tama, E. Akyol A. Scarlat, E. Leibovich
A. Eleftheriadou
N. Kyriakides, K. Pilakoutas
C. Faella, D. De Santo, E. Martinelli, E. Nigro H. Rodrigues, A. Costa, H. Varum J. Davis, C. Taylor, E.Marashi, L. Dihoru, M. Dietz P. Papastergiou, N. Kyriakides, K. Pilakoutas Z. Bozinovski
S. Giovinazzi, S. Pampanin,S. Lagomarsino K. Peker, A. Kaptan F. Sigtryggsdottir, E.Valmundsson, S. Bjarnason L. Restrepo-Velez
A. D'ambrisi, M. De Stefano,M. Tanganelli F. Yaghoobi Vayeghan, M. Hosseini, M. Firoozi Nezamabadi O. Celik, B. Ellingwood
S. Tesfamariam, M. Saatcioglu V. Sigmund, P. Brana
K. Yrysmendi
M. Mezzina, G. Uva, I. Trulli,F. Porco A. Rasulo
686
691 787
840
844
882
939
944
981
988
1004
1008
1012
1057
1066
1069
1072
1079
1102
1120
1141
1148
1156 1190
1217
1297
1341
1513
1518
1534
1556
1565
1570
P303A
P304AP305A
P306A
P307A
P308A
P309A
P310A
P311A
P312A
P313A
P314A
P315A
P316A
P317A
P318A
P319A
P320A
P321A
P322A
P323A
P324A
P325AP326A
P327A
P328A
P329A
P330A
P331A
P332A
P333A
P334A
P335A
56
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Y EVALUATION OF SEVERAL REHABILITATION METHODS FOR ANEXISTING STEEL BUILDING CUMULATIVE SEISMIC VULNERABILITY ASSESSMENT BASED ONTHE CAPACITY-SPECTRUM METHOD URBAN BRIDGES VULNERABILITY STUDY IN MEXICO
SEISMIC RISK ANALYSIS OF A CRITICAL FACILITYSEISMIC BEHAVIOUR OF SQUARE R/C COLUMNS CONFINED WITHFRPA STUDY ON ECONOMIC SOUNDNESS OF SEISMIC RETROFITTINGIN ITALYIN SITU EVALUATION OF STEEL STRESS IN R.C. MEMBERS WITHSMOOTH REBARS
S. Maalek, P. Tehrani
N. Kyriakides, K. Pilakoutas
F. Espinoza, J. Juarez, E. Maldonado, C. Gomez, J. Torres R. Romeo, Q. Napoleoni C. Faella, A. Napoli, R. Realfonzo, G. Rizzano S. Santini, C. Nuti, I. Vanzi,S. Sigismondo G. Fabbrocino, G. Verderame, M. Polese
1577
1584
1607
1610 2048
2057
2072
P336A
P337A
P338A
P339AP341A
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ES 9 &SS 5
Lessons From Recent Earthquakes Level -1
ID n°TitlePoster n°
SEARCH AND RESCUE CAPABILITIES BOUMERDES ALGERIA EARTHQUAKE OF MAY 21, 2003 :MAIN FEATURES AND BUILDING DAMAGE ANALYSIS INVESTIGATION ON THE SEISMIC BEHAVIOR OF SURFACE SOILDURING THE 2003 BAM EARTHQUAKE IN IRAN
RELATION BETWEEN STRONG MOTION AND DAMAGE TO HOSPITALS IN THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE MAGNITUDE DIFFERENCES OF ANDAMAN SEA EARTHQUAKESMEASURED IN SOUTHERN THAILAND
SEISMICITY OF SOUTHERN THAILAND AFTER THE 26 DECEMBER2004 ANDAMAN EARTHQUAKE
BOUMERDES EARTHQUAKE PART I: CHARACTERISTICS OF THEEARTHQUAKE
BOUMERDES EARTHQUAKE PART II: DAMAGE TO STRUCTURES
ATTENUATION OF INTENSITIES IN THE BALAKOT PAKISTAN EARTH-QUAKE OF 2005, MW7.6; A FIELD OBSERVATION URBAN RECOVERY PROCESS FROM A DISASTER DEVASTATIONS IN RECENT MASSIVE EARTHQUAKES : POSSIBLECOUNTERMEASURES THE BAM, IRAN EARTHQUAKE OF 26 DECEMBER 2003 WITHEMPHASIS ON STRONG GROUND MOTION RECORDS CALIBRATION OF RAPID VISUAL SCREENING SCORES TO LOCALSTRUCTURES IN IRAN DYNAMIC BEHAVIOUR OF RC BUILDINGS AFFECTED BY THE 2004AL HOCEIMA (MOROCCO) EARTHQUAKE USING AMBIENTVIBRATION MEASUREMENTS EFFECTS OF LOCAL SITE CONDITIONS ON BUILDING DAMAGEDURING THE ZARAND (FEB2006, IRAN) EARTHQUAKE SOME SPECIFIC LESSONS FROM THE MONTENEGRO 1979 EARTH-QUAKE RELATED TO SEISMIC HAZARD AND DAMAGE ASSESSMENTCONSEQUENCES OF "LUGOVSKOYE" EARTHQUAKE STRONG EARTHQUAKES IN THE PERIOD OF 1991-2001 AND THECONSEQUENCES INFLICTED TO URBAN AREAS THE IRISH SEA EARTHQUAKE OF DECEMBER 14 2005 DAMAGE IN NIAS ISLAND CAUSED BY THE M8.7 OFF-SHORE SUMATRA EARTHQUAKE, MARCH 28, 2005
HOUSING RECONSTRUCTION PROCESS OF THE GREATHANSHIN-AWAJI EARTHQUAKE DISASTER AN INVESTIGATION INTO OPERATIONAL CAPACITY OF SPECIALSTRUCTURES FOR CRISIS MANAGEMENT AFTER THE DECEMBER26, 2003 BAM EARTHQUAKE
A. Sinha M. Belazougui, M. Farsi, A. Remas R. Motamed, A.Ghalandarzadeh, I. Towhata,S. Tabatabaei, A. Shafiee M. Miyajima, A. Nebil, T. Ikemoto, J. Inagaki N. Setapong, W. Lohawijarn,H. Duerrast, P. Nuannin, P. Yongsiriwith S. Dangmuan, W. Lohawijarn, H. Duerrast, P. Nuannin, P. Yongsiriwith H. Masanori Hamada, R. Kheir-Eddine, O. Yasuko, M. Masakatsu J. Vielma Pérez, W. LoboQuintero, P. Rivero Rivero, R. Kheir-Eddine, H.Masanori,S. Taiki, K. Kazuo, M. Kimiro M. Zare
K. Koshiyama H. Tahghighi, K. Konagai
A. Moinfar, A. Naderzadeh
F. Nateghi
F. Vidal, M. Navarro, T. Enomoto, E. Ocaña, T. Mourabit A. Kavand, A. Ghalandarzadeh B. Pavicevic, B. Glavatovic, J. Mihaljevic T. Anvar K. Talaganov, V. Sesov, I. Zafirova, V. Gadza T. Blake S. Miwa, Ö. Aydan, H. Kodama, J. Kiyono, I. Endo, T. Suzuki, M. Hamada K. Koshiyama
H. Afshin
73 192
250
286
514
520
622
633
663
753 789
806
823
928
1283
1311
1362 1382
1385 1426
1554
1558
P344AP345A
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YTHE 21ST OF MAY 2003 EARTHQUAKE EFFECTS ON THE ENVIRONMENT OF ALGIERS LESSONS FROM BAM EARTHQUAKE: SEISMIC BEHAVIOUR OF BUILDING STRUCTURES DURING THE EARTHQUAKE GROUND MOTION CHARACTERIZATION IN THE MURCIA REGION(SE SPAIN) A RESEARCH ON THE EVALUATION OF UNDERLYING RISK FACTORS IN THE AREAFRAMEWORK OF BIOMECHANICAL MODELING FOR EVALUATINGHUMAN BODY DAMAGES CAUSED BY COLLAPSED BUILDINGS INGREAT EARTHQUAKE THE ZAKYNTHOS (W. GREECE) SEQUENCE OF OCTOBER 2005 -APRIL 2006 SEISMICITY OF SOUTHERN THAILAND AFTER THE 26 DECEMBER2004 ANDAMAN SUMATRA EARTHQUAKE
DEVASTATIONS IN RECENT MASSIVE EARTHQUAKES - POSSIBLECOUNTERMEASURES
A. Zerzour, H. Zelloum, M. Chabaat A. Manafpour
J. Gaspar-Escribano, B.Benito, J. García-Mayordomo T. Shigaki, E. Ikuta, M. Miyano E. Ikuta, M. Miyano, F. Nagashima, J. Ozaki
C. Papaioannou
S. Dangmuan, W. Lohawijarn, H. Duerrast, P. Nuannin, P. Yongsiriwith H. Tahghighi, K. Konagai
1560
1587
1759
1788
1815
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1978
P366A
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ES 10 Other Issues Level -1
ID n°TitlePoster n°
CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITYEFFECT ON BUILDINGS - CASE STUDY
AN APPLICATION OF ARTIFICIAL NEURAL NETWORKS FOR RELIABILITY ANALYSIS AND PERFORMANCE BASED DESIGN 3D TIME HARMONIC GREEN'S FUNCTIONS OF A TRANSVERSELYISOTROPIC HALF SPACE EXPERIMENTAL AND NUMERICAL RELIABILITY ANALYSIS OF DAMPING DEVICES UNDER IMPACT LOADS FROM CONTAINER ISOTROPIC AND DEVIATORIC COMPONENTS FOR THE 2ND AND15TH OF MAY 1995 SEISMIC EVENTS IN LOP NOR, CHINA
M. Lednicka, B. Lunackova,E. Hrubesova, Z. Kalab, R. Korinek H. Ghalibafian, R. Foschi, C. Ventura A. Khojasteh, M. Rahimian,M. Eskandari Ghadi S. Mori, K. Motoki, J. Kralik,J. Cesnak M. Elgabry, K. Abou Elenean,H. Hussein, I. Korrat,A. Gharib
319
758
865
886
1838
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P378A
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STS E2 Practice-Oriented Nonlinear Approaches for Performance Assessmentand Design
Level -1
ID n°TitlePoster n°
TWO EMPIRICAL EXPRESSIONS PROPOSED TO CALCULATE THETARGET DISPLACEMENTS DURING PUSHOVER ANALYSIS FULLY INTEGRATED PERFORMANCE BASED DESIGN USING NONLINEAR DYNAMIC ANALYSIS VERIFICATION OF AN ADAPTIVE PUSHOVER TECHNIQUE FOR THE3D CASE PERFORMANCE-BASED DESIGN OF RC BUILDINGS USING OPTIMALITY CRITERIATHE RPSD METHOD AND ITS APPLICATION TO THE DESIGN OF A12-STORY R/C FRAME
PERFORMANCE-BASED SEISMIC REHABILITATION OF R.C. BUILDINGS USING DISSIPATIVE BRACES A PERFORMANCE-BASED COMPARATIVE EVALUATION OF REHABILITATION METHODOLOGIES EARTHQUAKE PERFORMANCE AND RETROFIT OF AN EXISTINGBUILDING HAVING VERTICALLY IRREGULAR STRUCTURAL SYSTEM SEISMIC RELIABILITY ANALYSIS OF COMPLEX NONLINEAR SYSTEMS, USING STIFFNESS-REDUCTION INDICATORS SEISMIC PERFORMANCE EVALUATION PROCEDURE FOR REGULARAND IRREGULAR BRIDGES PERFORMANCE BASED SEISMIC ASSESSMENT AND DESIGN SOME REMARKS ON THE SEISMIC ASSESSMENT OF RC EXISTINGBUILDINGS IN ITALY ACCORDING TO RECENT CODES THE IMPLEMENTATION OF BUCKLING RESTRAINED BRACED FRAMES IN THE UNITED STATES AN INNOVATIVE STRATEGY FOR PERFORMANCE ASSESSMENTAND EARTHQUAKE RETROFITTING OF WOODFRAMED BUILDINGS
B. Taskin
J. Chambers, T. Kelly
H. Alves Meireles, R. Pinho,R. Bento, S. Antoniou M. Fragiadakis, M. Papadrakakis J. Domingues Costa, M. Aono, T. Ichinose, R. Bento, M. Nielsen M. Ferraioli, A. Avossa, P. Malangone M. Ferraioli
K. Güler, I. Kartal, B. Taskin,M. Altan O. Díaz-López, L. Esteva
A. Ayala, M. Niño, T. Isakovic
A. Ayala, P. Negro C. Faella, D. De Santo, E. Martinelli, E. Nigro E. Ko, C. Field
H. Kawakami, E. Tingatinga,H. Chang
106
340
619
684
803
986
989
1037
1068
1319
1372 1375
1475
1688
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Author(s)
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Y STS E3 Irregular Structures Level -1
ID n°TitlePoster n°
SEISMIC VULNERABILITY OF INFILL FRAMES SEISMIC BEHAVIOR OF A TWO-TOWER SETBACK STRUCTURE:
BEHAVIOR OF ASYMMETRIC MULTISTORY BUILDINGS WITH DIFFERENT STRENGTH DISTRIBUTION SEISMIC ENERGY DISTRIBUTION IN ONE-STORY IRREGULARSTRUCTURES UNDER BI-DIRECTIONAL GROUND MOTION SIMPLIFIED METHOD FOR THE EVALUATION OF THE TORSIONALDISPLACEMENT AMPLIFICATION NON-LINEAR ANALYSIS OF SEISMIC BEHAVIOUR OF ASYMMETRICIN PLAN BUILDINGS INELASTIC SEISMIC BEHAVIOUR OF ASYMMETRIC MULTI-STORYBUILDINGS TO NEAR FIELD GROUND MOTIONS SEISMIC PERFORMANCE OF RC STRUCTURES DESIGNED FORACCIDENTAL ECCENTRICITYEFFECTIVENESS OF THE "ALPHA" METHOD FOR ESTIMATING THEMAXIMUM ROTATIONAL RESPONSE OF ECCENTRIC SYSTEMS DISPLACEMENT-BASED SEISMIC ASSESSMENT OF TORSIONALLYIRREGULAR WALL STRUCTURES AN ADAPTIVE MULTIPLE MODE NONLINEAR STATIC ANALYSIS PROCEDURE FOR IRREGULAR STRUCTURES INCREMENTAL DYNAMIC NONLINEAR ANALYSIS OF TORSIONALLYSENSITIVE BUILDINGS
A. Sinha, P. Bose D. Kusumastuti, A. Reinhorn,A. Rutenberg A. Aziminejad, A. Moghadam,W. Tso M. Iancovici
D. Zamfirescu, T. Postelnicu
D. Ladjinovic, R. Folic
B. Raghu Prasad
A. D'Ambrisi, M. De Stefano,M. Tanganelli G. Gasparini, S. Silvestri, T. Trombetti T. Ha, S. Hong
E. Yuksel, A. Reinhorn
G. Penelis, A. Kappos
72 382
399
460
765
853
874
901
958
979
1184
1373
P393AP394A
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Author(s)
STS E4 Displacement Based Design: Initial Versus Secant Stiffness Level -1
ID n°TitlePoster n°
EVALUATION OF R-M-T RELATIONS FOR STIFF STRUCTURES INFLUENCE OF CAPACITY CURVE APPROXIMATIONS ON SEISMICRESPONSE SIMPLIFIED MODELS FOR STIFFNESS AND ENERGY DISSIPATIONOF RC PIERS FOR THE DBD OF BRIDGES
I. Kazaz, A. Yakut K. Kadas, B. Binici, A. Yakut
C. Paulotto, A. Ayala, F. Taucer
766 1033
1088
P405AP406A
P407A
Author(s)
STS E6 Seismic Assessment and Retrofit of Bridges Level -1
ID n°TitlePoster n°
A SEISMIC SAFETY VERIFICATION METHOD FOR STEEL BRIDGESWITH STEEL H-SECTION MEMBERS SEISMIC RETROFITTING OF PLATE GIRDER BRIDGES BY BOLTEDSTIFFENERS TWO WAYS OF ASSESSING THE SEISMIC VULNERABILITY OF BRIDGES
SEISMIC RETROFIT OF RECTANGULAR CONCRETE COLUMNS BYEXTERNAL PRESTRESSING EVALUATION OF FRAGILITY CURVES FOR BRIDGES - A CASESTUDYANALYTICAL INVESTIGATION OF THE SEISMIC PERFORMANCE OFMULTI-SPAN BRIDGES WITH STEEL PEDESTALS CYCLIC RESPONSE OF EXISTING R.C. COLUMNS REPAIRED ORRETROFITTED BY MEANS OF FRP JACKETS
T. Usami, X. Ma
A. Vasseghi
P. Delgado, M. Marques, R. Monteiro, R. Delgado, A. Costa M. Sadoughi Yarandi, M. Saatcioglu V. Lekidis, T. Makarios, C. Karakostas, A. Kappos M. Hite, R. Desroches, R. Leon T. Albanesi, S. Santini, C. Nuti
62
400
903
1208
1435
1497
2059
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Author(s)
SC-A 0 Seismicity of the European-Mediterranean Area (Open Session – Posters only)
Level 2
ID n°TitlePoster n°
MIGRATION OF EARTHQUAKES ALONG THE DEAD SEATRANSFORM SYSTEM SEISMOTECTONICS AND SEISMIC RELATED TO VARDAR VALLEY INREPUBLIC OF MACEDONIASEISMIC ENERGY PATTERN OF ARMENIAN UPLAND
T. Al-Yazjeen
B. Dimiskovska
L. Sargsyan, S. Margaryan
4
233
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Author(s)
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YSPATIAL AND TEMPORAL CHARACTERISTICS OF OCTOBER 2005,SIGACIK, AEGEAN REGION ACTIVITYCOMPOSITE FAULT PLANE SOLUTIONS FOR EARTHQUAKES INREPUBLIC OF MOLDOVASEISMOLOGICAL OBSERVATIONS IN THE NORTHERN PART OFMORAVIA, CZECH REPUBLIC THE AZIMUTH DEPENDENT ATTENUATION COEFFICIENTS AND QSFOR THE TERRITORY OF REPUBLIC MACEDONIAINSTALLATION AND FIRST RESULTS OF A PERMANENT OCEANBOTTOM SEISMOMETER OFFSHORE TARRAGONA (NE SPAIN) THE OBS FORMAR NETWORK
ENVIRONMENTAL CARTOGRAPHIC MODELS FOR THE REGION OFVARNA PALEOSEISMIC PHENOMENA (BULGARIA) IMPROVED EARTHQUAKE LOCATIONS IN GREECE USING THE DDALGORITHM AND A 3D VELOCITY MODEL
EMSC REAL TIME EARTHQUAKE INFORMATION SERVICES
FRACTAL BEHAVIOUR OF AFTERSHOCKS OF AL-HOCEIMA EARTH-QUAKE OF 24 FEBRUARY 2004 (MOROCCO) ANALYSIS OF THE 09/2004 SEISMIC CRISIS IN THE AREA OF THE1428 EARTHQ. (I0=IX), EASTERN PYRENEES.
A NEW TELEMETRY SEISMOLOGICAL NETWORK IN THE FRONTPART OF THE HELLENIC ARC
PRELIMINARY RESULTS OF THE KYTHIRA JANUARY 8, 2006 AFTER-SHOCK SEQUENCE
THE SURPRISING KALININGRAD EARTHQUAKES OF SEPTEMBER21, 2004 EARTHQUAKE SWARM AT THE NORTHERN PART OF THE RED SEA,EGYPT. IMPROVEMENTS OF SEISMOGENIC FAULT DETECTION IN SOUTHERN ITALY BY APPLICATION OF NON-LINEAR EARTHQUAKELOCATION METHODS GOKOVA (TURKEY) EARTHQUAKES AND SOME CONSEQUENCES
SEISMICITY OF THE TERRITORY OF TOKTOGUL RESERVOIR FOR APERIOD OF 1991-2001. STUDY OF THE MALAGA (SPAIN) SEISMICITY FROM HISTORICALAND INSTRUMENTAL DATAEMPIRICAL EARTHQUAKE RECURRENCE LAWS IN CROATIAESTIMATED BY FORWARD MODELING REVISION OF LOCAL MAGNITUDES REPORTED IN THE CROATIANEARTHQUAKE CATALOGUE FOR THE PERIOD 1908-1999 PODHALE, POLAND, EARTHQUAKE OF NOVEMBER 30, 2004
SEISMICITY OF THE RUSSIAN PLATFORM FROM "MICHNEVO"SMALL-APERTURE ARRAY DATA
SEISMIC ACTIVITY OF THE ALPINE-CARPATHIAN-BOHEMIAN MASSIFCONTACT REGION AND ITS GEOPHYSICAL PATTERN MOMENT MAGNITUDE AND DURATION MAGNITUDE DETERMINATION IN CENTRAL GREECE THE BORMIO EARTHQUAKE SEQUENCES OF DECEMBER1999-JUNE2002
SPATIAL AND TEMPORAL ANALYSIS OF THE SEISMIC SERIES OFMURCIA EARTHQUAKES (2002-2005) BY USING PRINCIPALCOMPONENTS METHOD RELOCATION OF THE EARTHQUAKE ACTIVITY IN WEST-BOHEMIA /VOGTLAND REGION FAULT INTERACTIONS IN NORTH AFRICA THROUGH 1980-2006
A. Berberoglu, N. Meral Ozel
I. Sandu
Z. Kalab, J. Knejzlik, J. Pazdirkova, P. Spacek P. Lazo
T. Frontera, J. Jara, X.Goula, A. Ugalde, C. Olivera J. Davila, A. Pazos, E.Buforn, A. Udías, W. Hanka D. Angelova
O. Galanis, C. Papazachos,E. Scordilis, P.Chatzidimitriou
G. Mazet-Roux, S. Godey, R. Bossu M. Rouai
S. Figueras, A. Villaseñor, T.Frontera, C. Olivera, J. Fleta,M. Ruiz, J. Díaz, J. Gallart, J. Vergès F. Vallianatos, J. Makris, P. Soupios, V. Saltas, G.Hloupis, I. Nikolintaga, E.Kokkinou, I. Papadopoulos,M. Moisidi, D. Kalisperi F. Vallianatos, I. Nikoolintaga,E. Kokkinou, J. Makris, P. Soupios, M. Moisidi P. Wiejacz
S. Salah El-Hadidy Youssef
D. Presti
O. Gundogdu, H. Alp, S. Karabulut, S. Ozcelik K. Murataly, E. Kulia
T. Goded, E. Buforn, D. Muñoz M. Herak, D. Herak
S. Markusic, I. Ivancic, I.Allegretti, D. Herak, M. Herak W. Debski, B. Domanski, P. Wiejacz, A. Zych I. Sanina, S. Volosov, N. Gamburtzeva, Y. Schukin, M. Nesterkina, O. Chernyh, O. Riznichenko J. Pazdirkova, W. Lenhardt,J. Svancara, J. Havir G. Kaviris, P. Papadimitriou,K. Makropoulos A. Zappone, N. Deichmann,J. Braunmiller, R. DiGiovambattista, S. Husen A. Posadas, M. Navarro, F. Vidal, E. Ocaña
T. Fischer, A. Bouskova, J. Horalek M. Boughacha, M. Ouyed, H. Benhallou
317
369
484
495
546
685
763
810
885
1007
1034
1050
1063
1254
1317
1561
1572
1593
1603
1643
1656
1678
1725
1728
1739
1743
1748
1786
1789
P533A
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Y A NEW SEISMOTECTONIC MAP FOR SWITZERLAND
GEOPHYSICAL COMPLEX INTERPRETATION OF THE ISOSEISTMAPS OF THE MAJOR VRANCEA EARTHQUAKES THE ML-4.9 VALLORCINE (FRENCH ALPS) EARTHQUAKE (8 SEPTEMBER 2005): A RIGHT-LATERAL STRIKE-SLIP ON THE N60E-STRIKING LORIAZ FAULTA COMPARISON OF TECTONIC DEFORMATION STYLES WITHGUTENBERG-RICHTER B-VALUES IN THE ITALIAN AND MEDITERRANEAN AREAS SEISMIC ACTIVITY BETWEEN CENTRAL AND SOUTHERN APENNINES (ITALY) NEW SATELLITE BB NETWORK OF WESTERN GREECE AND ITSAPPLICATION TO THE M5 EARTHQUAKE SEQUENCE OF ZAKYNTHOS, APRIL 2006 WAVEFORM INVERSION OF M4 EVENTS IN THE GULF OF CORINTH
RECENT SEISMICITY OF NORTHERN CAUCASUS. NEW INVESTIGATION POSSIBILITIES
HIGH-PRECISION LOCATIONS OF THE SEISMICITY IN SOUTHEASTERN SICILY (ITALY) RECENT SEISMIC ACTIVITIES IN THE GULF OF ADEN ATTEMPT FOR ASSESSMENT OF PARAMETERS' RELIABILITYAN EARTHQUAKE CATALOGUE FOR GERMANY AND ADJACENTAREAS CONSIDERING ENGINEERING DEMANDS
SEISMOTECTONICS OF SKAGERRAK
ATLAS OF ISOSEISMAL MAPS OF SELECTED GREEK EARTHQUAKES (1956-2003)
RECENT SEISMIC ACTIVITY IN THE CAMPANIAN PLAIN (SOUTHERNITALY)
N. Deichmann, S. Wöhlbier,D. Ballarin, N. Cathomen, J. Braunmiller, D. Giardini, A. Pfiffner A. Pantea, A. Constantin
F. Thouvenot, J. Frechet, M. Frogneux, N. Deichmann, M. Cara B. Lolli, G. Vannucci, P. Gasperini
G. Milano, R. Di Giovambattista, G. Ventura G. Tselentis, E. Sokos, A. Serpetsidaki, J. Zahradnik, J. Jansky, V. Plicka J. Jansky, J. Zahradnik, O. Novotny, V. Plicka, G. Stavrakakis A. Malovichko, O. Starovoit,I. Gabsatarova, D.Mekhrushev, E. Pogoda I. Agostino, D. Patané, G. Patané, S. La delfa J. Sholan H. Harutyunyan L. Ahorner, S. Amstein, C. Golbs, H. Meidow, J. Schwarz M. Sørensen, J. Lie, J. Havskov, K. Atakan Z. Schenková, I. Kalogeras,V. Schenk, R. Pichl, M.Kourouzidis, G. Stavrakakis G. Milano
1791
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1964
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SC-A 2 Volcano Seismology and Applications to Hazard Evaluation Level 2
ID n°TitlePoster n°
TEIDE - PICO VIEJO, TENERIFE, SPAIN: WHAT CAN SEISMIC NOISEMEMORY TELL US? GEOPHYSICS AROUND AN ICELANDIC HYDROTHERMAL HEATSOURCE: DEVELOPING A MEANS FOR MAGMA MONITORING TIME VARIATION OF SPECTRAL AND WAVEFIELD FEATURES OFVOLCANIC TREMOR AT MT. ETNA DURING 1999. ROCKFALL EPISODES ALONG STRUCTURAL DISCONTINUITIES OFTHE VESUVIUS VOLCANO CRATER RIM: MORPHOSTRUCTURALSTUDY AND ANALYSIS OF SEISMIC SIGNALS
R. Carniel, M. Tárraga, O. Jaquet, A. García D. Kahn, S. Onacha
S. Alparone, A. Cannata, A. Catania, S. Gresta G. Alessio, R. Nappi, G. Vilardo, G. Mele
1751
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SC-B 0 Data Acquisition, Theory and Interpretation (Open Session – Posters only)
Level 2
ID n°TitlePoster n°
APPLICATION OF EMD IN SEISMIC DATA TREATMENTTHE INTERNATIONAL SEISMOLOGICAL CENTRE : AN UPDATE
DETERMINATION OF EPICENTRAL AREA ATTRIBUTES BASED ONSEISMOGRAM PROCESSING THE WESTERN MEDITERRANEAN SEISMIC NETWORK
Q. Luo, C. Shi M. Aspinwall, M. Bolton, P. Dawson, J. Harris, A. Shapira, D. Storchak K. Manova, L. Pekevski
A. Pazos, J. Davila, E. Buforn, A. Udías, W. Hanka, M. Benzzeghoud, M. Harnafi, A. Nadji, A. Rimi, H. Momsour
312 501
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YA COMPARATIVE EVALUATION OF NOISE MODELS USING TURKISHSTRONG GROUND MOTION DATAFUNCTIONAL CRITERIA FOR STRONG-MOTION SEISMOGRAPHS MICROSEISMICITY AND FAULTING GEOMETRY IN CENTRALGREECE
WAVELET PROCESSING OF MULTICHANNEL RECORDS FOR THEANALYSIS OF SURFACE WAVES
KYTHERA 2006 EARTHQUAKE: DATA PROCESSING OF STRONGMOTION, FROM VARIOUS DIGITAL SENSORS UNDERLYING FEATURES OF THE MICROSEISM AT ITS LOWERLEVEL OF EXCITATION
INVESTIGATION OF CALIBRATION POSSIBILITIES FOR THE TRIPOLISEISMIC ARRAY, GREECE. ERROR ANALYSIS FOR EARTHQUAKE LOCATION RESULTS FROMTHE TRIPOLI SEISMIC ARRAY, GREECE
ANALYSIS OF DAMPING AND NATURAL PERIOD OF SEISMOMETERSGURALP CMG 40TUSING ARTIFICIAL NEURAL NETWORKS FOR DETECTING FIRST PWAVE ARRIVALBROADBAND SEISMIC DATA ANALYSIS AND QUALITY CONTROLPROCEDURES IN (NEAR) REAL-TIME AT THE HELLENIC BROAD-BAND SEISMIC NETWORK OF THE NATIONAL OBSERVATORY OFATHENS, INSTITUTE OF GEODYNAMICS PERFORMANCES OF TWO AUTOMATIC EARTHQUAKE LOCATIONSYSTEMS IN THE NORTH-EASTERN ITALYBAYESIAN LOCAL WAVEFORM INVERSION IN THE PANNONIANBASIN SLOVENIAN NATIONAL SEISMIC NETWORK: FINAL REPORT
THE REGIONAL DATA CENTRE SZGRF BULGARIAN SEISMOLOGICAL NETWORK - CURRENT STATUS
3D FD MODELLING OF LOCAL EFFECTS FOR VALCO S. PAOLO,ROME, ITALY
MONITORING AND CHARACTERIZING NATURAL OR MAN-MADENANOSEISMIC (ML < 0.0) SOURCES FOR ENGINEERING PURPOSES MODERNIZATION OF SEISMIC NETWORKS IN SERBIA AND MACEDONIA - A CONTRIBUTION TO REAL-TIME DATA EXCHANGE INTHE SE EUROPE ISOLA GUI - A COMBINED FORTRAN-MATLAB TOOL FOR MOMENTTENSOR INVERSION OF REGIONAL DATASTUDY OF THE SITE INFLUENCE ON THE STATISTICALPROPERTIES OF SEISMIC NOISE
ADVANCE DIGITAL SEISMIC NETWORK FOR EARTHQUAKE HAZARDMITIGATION IN BULGARIA
VIRTUAL NETWORK OF THE GEOPHYSICAL INSTITUTE, PRAGUEAND THE QUALITY CONTROL OF DATAAUTOMATIC SEISMIC PHASE PICKING AND WEIGHTING: HIGH-QUALITY APPLICATIONS IN EUROPE A SHORT HISTORY OF SEISMOGEOGRAPHICAL REGIONALISATION WARAN - A MOBILE WIRELESS ARRAY ANALYSIS SYSTEM FOR IN-FIELD AMBIENT VIBRATION DISPERSION CURVE ESTIMATION THE SIL-SYSTEM - 15 YEARS OF NEAR-REAL TIME MONITORING. CALIBRATION EXPLOSIONS IN ISRAEL, CYPRUS AND JORDAN FOR CTBT MONITORING
EARTHQUAKE SEISMOLOGY IN GREENLAND - NEW DAA, MULTIPLEAPPLICATIONS
A. Denizlioglu, E. Yenier, Z. Colakoglu, S. Akkar H. Avery, J. Berrill, M. Dewe V. Karakostas, C. Karamanos, E. Papadimitriou, I. Kassaras, K. Makropoulos J. Galiana-Merino,P. Jauregui-eslava, J. Rosa-Herranz, J. Giner-Caturla, S. Molina-Palacios A. Skarlatoudis, B. Margaris
J. Vila, R. Macià, R. Sleeman, A. Correig
E. Pirlis, M. Spyridopoulou, M. Pirli, N. Voulgaris M. Spyridopoulou, E. Pirlis,A. Chira, M. Pirli, N. Voulgaris, K. Makropoulos I. Tasic, P. Sincic, P. Zupancic I. Tasic, P. Sincic, P. Zupancic N. Melis, J. Vila, R. Macia, A.Correig, G. Stavrakakis, K.Boukouras, K. Konstantinou,E. Sangriotis, E. Koutsoukos S. Gentili, P. Bragato, D. Pesaresi, A. Snidarcig Z. Wéber
R. Vidrih, I. Tasic, P. Sincic,M. Zivcic, J. Pahor, J. Kolar K. Stammler, K. Klinge L. Christoskov, D. Solakov,S. Simeonova, S. Nikolova,L. Dimitrova I. Oprsal, A. Caserta, F. Marra, A. Rovelli, J. Zahradnik G. Wust-Bloch, M. Häge, M. Walter, M. Joswig P. Labak, S. Radovanovic, L. Pekevski, E. Bystricky, A. Cipciar E. Sokos, J. Zahradnik
E. Gimeno-Nieves, J. Galiana-Merino, S. Molina-Palacios S. Nikolova, D. Solakov, P. Passmore, L. Zimakov, M. Rozhkov, L. Khaikin J. Zedník, B. RuÏek
F. Aldersons, R. Di Stefano,T. Diehl, E. Kissling J. Young M. Ohrnberger, D. Vollmer, F. Scherbaum S. Jakobsdóttir Y. Gitterman, R. Hofstetter, V. Pinsky, K. Solomi, A.Amrat T. Larsen, P. Voss, S. Gregersen, W. Hanka, T. Jorgensen, O. Gudmundsson, T. Dahl-Jensen
793
797 1062
1449
1493
1594
1645
1646
1666
1667
1679
1686
1687
1689
1764 1766
1775
1800
1836
1881
1884
1915
1924
1933
2009 2017
2039 2044
2080
P585A
P586AP587A
P588A
P589A
P590A
P591A
P592A
P593A
P594A
P595A
P596A
P597A
P598A
P599AP600A
P601A
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P609AP610A
P611AP612A
P613A
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Y SC-B 2 The 20th Century Strong Euro-Mediterranean Earthquakes from HistoricalSeismograms
Level 2
ID n°TitlePoster n°
PRESERVING LEGACY HISTORICAL EARTHQUAKE DATA IN TURKEY
SEISMIC MOMENT OF THE MAY 28TH 1943 MW=5.4 ONSTMETTINGEN (GERMANY) EARTHQUAKE WITH MOMENTTENSOR INVERSION ANDRIJA MOHOROVICIC MEMORIAL ROOMS
A REEVALUATION OF THE JULY 18, 1934 PANAMA EARTHQUAKETHROUGH THE USE OF HISTORICAL SEISMOGRAMS MACROSEISMIC EFFECTS OF THE 23 APRIL 1909 EARTHQUAKENEAR BENAVENTE (PORTUGAL) ON THE 20TH CENTURY'S STRONGEST WESTERN ROMANIANEARTHQUAKES: PRELIMINARY RESULTS FROM THE EUROSEISMOSPROJECT. RESTORATION AND CONSERVATION OF SEISMOGRAMS: THE EXPERIENCE IN THE EUROSEISMOS PROJECT
N. Meral Ozel, A. Berberoglu,F. Bekler, M. Kara, D. Kalafat F. Bernardi, B. Palombo
M. Herak, D. Herak,I. Allegretti E. Camacho, R. Macià, J. Batlló, D. Stich J. Batlló, B. Palombo, P. Teves Costa M. Caciagli, E. Oros
G. Ferrari, C. Roversi monaco
314
1909
1914
1977
1980
1991
2010
P614A
P615A
P616A
P617A
P618A
P619A
P620A
Author(s)
SC-D 0 Crust and Upper Mantle Structures (Open Session – Posters only) Level 2
ID n°TitlePoster n°
PASSIVE SEISMIC MONITORING EXPERIMENT IN THE DINARIDES-PANNONIAN SECTION ALPASS-DIPS
PRELIMINARY RESULTS ON SHALLOW EARTHQUAKE SIMULATIONFOR THE SOUTHWESTERN PART OF THE HELLENIC ARC CRUSTAL VELOCITY MODELS FOR THE WIDE AREA OF CRETEISLAND IN THE SOUTHERN HELLENIC SUBDUCTION ZONE 1-D MODELS FOR Q-FACTOR IN THE CRUST IN THE VRANCEAREGION (ROMANIA) VERTICALLY INHOMOGENEOUS MODELS OF THE UPPER CRUST INTHE AIGION REGION OF GREECE, INFERRED FROM ARRIVAL TIMES UPPER CRUSTAL STRUCTURE, FLUIDS AND EARTHQUAKESWARMS IN THE WEST BOHEMIA/VOGTLAND REGION ANISOTROPY BENEATH GREENLAND REVEALED BY SHEAR-WAVESPLITTING
EFFECTIVE STRESS EVOLUTION DURING GAS-HYDRATE FORMATION IN THE DEPOSITING SEDIMENTS HYDRAULIC OVERPRESSURE GENERATION IN SEDIMENTS, ITSDEPENDENCE ON GAS FLUXES FROM DEPTH DSS AND SEISMICITY CATALOGUE HELP TO UNDERSTAND THELITHOSPHERIC STRUCTURE BENEATH THE ITALIAN PENINSULAA P-RESIDUAL STUDY OF DEEP STRUCTURAL DIFFERENCESBENEATH SOUTHERN SCANDINAVIACRUSTAL STRUCTURE OF THE WESTERN-CENTRAL ALPS FROMRECEIVER FUNCTIONS CRUST AND UPPER MANTLE STRUCTURE OF NORTHERNMOSTFENNOSCANDIADEEP-SOURCE ANISOTROPY REVEALED FROM SHEAR-WAVESPLITTING RESULTS FROM SOUTHWEST IRELAND CRUSTAL STRUCTURE OF THE VOLCANIC CAMPANIAN AREA(SOUTHERN ITALY) FROM DSS AND TELESEISMIC DATA
ANALYSIS OF SKS SHEAR-WAVE SPLITTING TO INFER MANTLE ANISOTROPY BELOW CENTRAL EUROPE
A. Kovacs, F. Sumanovac, E. Bruckl, Z. Hajnal, E. Hegedus, G. Houseman,G. Stuart, R. Keller, R. Csabafi, J. Oreskovic E. Kokinou, F. Vallianatos, E. Bouranta E. Kokinou, E. Papadimitriou,V. Karakostas, F. Vallianatos L. Ardeleanu
O. Novotny, H. Lyon-Caen, J. Jansky, V. Plicka A. Bouskova, E. Faber, J. Horalek, Z. Hudova N. Ucisik, O. Gudmundsson,W. Hanka, T. Dahl-Jensen, K. Mosegaard, K. Priestley E. Suetnova
V. Cherniavski, E. Suetnova
S. Solarino, R. Cassinis
A. Bondo, N. Balling, B. Jacobsen D. Lombardi, J. Braunmiller,E. Kissling, D. Giardini F. Krüger, J. Schweitzer, MASI working group V. Do, P. Readman, B. O'Reilly G. Gaudiosi, G. Alessio, D. Lobascio, M. Maistrello, G. Mele, G. Musacchio M. Walther, T. Plenefisch
524
564
577
1649
1698
1767
1771
1795
1798
1874
1893
1903
1982
2015
2033
2045
P621A
P622A
P623A
P624A
P625A
P626A
P627A
P628A
P629A
P630A
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P633A
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P635A
P636A
Author(s)
63
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YSC-D 1 2-D and 3-D Crustal Models of Europe Level 2
ID n°TitlePoster n°
REFINING OF THE LET CRUSTAL STRUCTURE IN THE SOUTHERNTYRRHENIAN REGION, ITALYESTIMATING CRUSTAL THICKNESS IN BELGIUM USING MOHO-REFLECTED WAVES UNCERTAINTIES IN THE INTERPRETATION OF REFLECTIONEVENTS FROM THE SUDETES 2003 REFRACTION DATACRUST-UPPER MANTLE P-WAVE VELOCITY STRUCTURE IN YUNNAN, SOUTHWESTERN CHINA: GEODYNAMIC IMPLICATIONS
B. Orecchio
E. Sichien, T. Camelbeeck, J. Henriet M. Novotny, P. Hrubcova, B. Ruzek, A. Spicak Z. Bay, J. Badal, Z. Zhang
1562
1703
1756
1820
P637A
P638A
P639A
P640A
Author(s)
SC-E 0 Earthquake Prediction Research (Open Session – Posters only) Level 2
ID n°TitlePoster n°
PRECURSORY SWARM PRECEDING MAJOR SHOCKS IS A REALSEISMIC PATTERN FOR LONG-RANGE EARTHQUAKE PREDICTION DYNAMIC PREDICTION OF SEISMIC HAZARD FOR THE CASPIAN-EASTERN TURKEY-IRAN REGION AND PIPELINE EARTH-QUAKE IMPACTS AN ATTEMPT TO EVALUATE THE SEISMICITY PHASE SPACE DIMENSION SCALING OF SEISMICITY AND DURATION OF THE FAILURE CYCLE NON-SEISMIC PRE-EARTHQUAKE SIGNALS: PHYSICAL REALITYTHE BATTERY EFFECT: SQUEEZING ELECTRIC CURRENTS OUT OFROCKS ACOUSTIC REGIME RESPONSE TO HARMONIC LOAD IN LABORATORY EXPERIMENTMONITORING OF TIDAL COMPONENT OF SEISMIC NOISE FOR EQPREDICTION IN KAMCHATKA: NEW ASPECTS RESULTS OBTAINED THROUGH THE ELECTROMAGNETIC METHODFOR SHORT-TERM PREDICTION OF VRANCEA (ROMANIA) EARTH-QUAKES GEO-ASTROPHYSICAL ANALYSIS ON SIGNIFICANT GREECE EQS1900-2005: IMPLICATIONS FOR EQ PREDICTION NEW APPROACH TO THE DETAILED QUANTITATIVE ASSESSMENTOF THE SEISMIC HAZARD EARTHQUAKE PREDICTION - NEW STRATEGYPROBABILITY OF RADON PRECURSORS OF EARTHQUAKES (M<5.0)IN THE TERRITORY OF ARMENIATHE ESTIMATION OF THE PHASE SPACE DIMENSION FOR GEOPHYSICAL TIME-SERIES A MULTIDISCIPLINARY METHOD ON PRECURSORY PHENOMENAASSOCIATED WITH STRONG VRANCEA EARTHQUAKES RADON MONITORING IN FLUIDS IN SEISMIC AREAS
HYDROLOGIC PRECURSORS OF WEAK EARTHQUAKES IN THEBOHEMIAN MASSIF IN 2005 MULTIFRACTAL SCALING OF THERMALLY ACTIVATED RUPTUREPROCESSES
D. Shanker, H. Singh, V. Singh O. Babazade, N. Babazade,L. Griesser
L. Kortas, Z. Mortimer
V. Smirnov F. Freund F. Freund, A. Takeuchi, B. Lau S. Stroganova, A. Ponomarev, V. Smirnov Y. Kugaenko, V. Saltykov
I. Moldovan, D. Enescu, B. Enescu
N. Venkatanathan, N. Rajeshwara Rao E. Rogozhin, G. Reisner, L. Ioganson O. Kondratiev H. Hovhannisyan
A. Cherepantsev, V. Smirnov,J. Qian A. Moldovan, I. Moldovan, C. Panaiotu, A. Placinta A. Riggio, M. Santulin, J. Vaupotic, F. Italiano, H. Friedmann M. Broz, L. Kasparek, J. Malek, V. Stejskal G. Ouillon, D. Sornette
20
126
232
321 427 428
586
728
839
950
1551
1552 1626
1699
1714
1829
1852
2065
P641A
P642A
P643A
P644AP645AP646A
P647A
P648A
P649A
P650A
P651A
P652AP653A
P654A
P655A
P656A
P657A
P658A
Author(s)
SC-E 1 Earthquake Forecasting and Society Level 2
ID n°TitlePoster n°
THE SEISMO - SYNOPTIC METHOD OF SHORT-TERM FORECASTING OF EARTHQUAKES : THE SCIENTIFIC BREAKTHROUGH NEXT GREAT EARTHQUAKE IN TEHRAN-IRAN SOME RESULTS OF SEISMICITY TEMPORAL VARIATION FOR SEISMIC HAZARD ASSESSMENT IN GREECE
V. Bokov
M. Ashtari Jafari, M. Hatami G. Papadopoulos, I. Baskoutas
557
579 1097
P659A
P660AP661A
Author(s)
64
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Y SC-E 2 Deterministic and Probabilistic Prediction Methods: Theory, Applicationsand Case Studies
Level 2
ID n°TitlePoster n°
PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR THREE SITES INTHE UNITED ARAB EMIRATES ISTANBUL EARTHQUAKE HAZARD MAPA MULTIDISCIPLINARY METHOD ON PRECURSORY PHENOMENAASSOCIATED WITH STRONG INTERMEDIATE VRANCEAEARTHQUAKES UNCERTAINTIES IN A DETERMINISTIC AND PROBABILISTICAPPROACH ON LIQUEFACTION SUSCEPTIBILITYSTRUCTURAL MODEL FOR SEISMIC HAZARD ANALYSES OF TBILISI,REPUBLIC OF GEORGIASEISMIC RISK ASSESSMENT OF THE TERRITORY OF VLADIKAVKAZCITYSOME ASPECTS OF STRONG EARTHQUAKES SOURCE AREASSEISMIC MONITORING
G. Aldama, J. Bommer, C. Fenton I. Sanri, S. Karapinar A. Moldovan, I. Moldovan, C. Panaiotu
J. Buchheister, Y. Bayraktarli,J. Dr. Laue, M. Faber T. Godoladze, L. Hutchings
N. Nevskaya, V. Zaalishvili
A. Lutikov
128
509 875
1011
1452
1462
1919
P662A
P663AP664A
P665A
P666A
P667A
P668A
Author(s)
SC-E 3 &SC-F 2
Time-Dependant Earthquake Hazard Assessment Level 2
ID n°TitlePoster n°
SEISMIC HAZARD PREDICTION IN SOME PROVINCES OF IRANUSING FUZZY LOGIC A METHOD FOR EVALUATING UNCERTAINTY IN SEISMIC HAZARDBASED ON A MONTE CARLO APPROACH HOW STOCHASTIC SIMULATION OF FAULT CASCADING CAN ASSISTTIME DEPENDENT EARTHQUAKE MODELING TIME, SPACE AND SIZE DISTRIBUTION OF EARTHQUAKES FORFAGARAS SEISMOGENIC REGION (ROMANIA) SPATIAL VARIATION OF MAXIMUM CONSIDERED AND DESIGN BASISEARTHQUAKES IN INDIAN PENINSULAA PROBABILISTIC SEISMIC HAZARD ASSESSMENT OF THE SUMATRA REGION, INDONESIA, USING STOCHASTIC MODELPROBABILITY MODELS OF MODERATE EARTHQUAKES BASED ONTHE GUTENBERG-RICHTER A AND B VALUES IN KANTO, JAPAN TESTING AN ISING MODEL FOR PROBABILISTIC SEISMIC HAZARDASSESSMENTAPPLICATION OF BOOTSTRAP METHODS FOR INVESTIGATING THETIME-VARYING STRUCTURE OF SEISMIC SERIES
A. Noorzad, A. Noorzad, N. Zamani T. Annaka, T. Suehiro
M. Mahdyiar
I. Moldovan, E. Popescu, O. Bazacliu, M. Radulian K. Jaiswal, R. Sinha
D. Sandron, P. Burton, Y. Xu
M. Imoto
A. Jiménez, A. Posadas, K. Tiampo B. Orlecka-Sikora, S. Lasocki
59
345
696
845
957
1670
1702
1755
1879
P669A
P670A
P671A
P672A
P673A
P674A
P675A
P676A
P677A
Author(s)
SC-F 3 Multiparametric Test Sites in Europe for the Evaluation of Ground MotionAmplification
Level 2
ID n°TitlePoster n°
SEISMIC GROUND MOTION EVALUATION IN THE VALAIS : MODELLING AND RESPONSE SPECTRADENSE URBAN SEISMIC INSTRUMENTATION FOR SITE-EFFECTSASSESSMENT IN BUCHAREST, ROMANIATHE JANUARY 8, 2006 KYTHIRA (GREECE) EARTHQUAKE: MICROTREMORS AND BUILDING DAMAGES IN CHANIA (CRETE)
SITE EFFECT INVESTIGATION AT THE TITO TEST SITE (SOUTHERNITALY)
TEST SITES IN EUROPE FOR THE EVALUATION OF GROUNDMOTION AMPLIFICATION: SITE RESPONSE OF THE GUBBIO BASIN(CENTRAL ITALY) USING WEAK MOTIONS RECORDED BY LINEARSEISMIC ARRAYS TEST SITES IN EUROPE FOR THE EVALUATION OF GROUNDMOTION AMPLIFICATION: SITE RESPONSE OF THE GUBBIO BASIN(CENTRAL ITALY) USING GEOLOGICAL DATA AND SEISMIC NOISEMEASUREMENTS
S. Alvarez-Rubio, H. Havenith, D. Fäh A. Aldea, I. Okawa, S. Koyama, N. Poiata F. Vallianatos, M. Moisidi, P. Soupios, J. Makris, M. Mucciarelli S. Parolai, M. Mucciarelli, R. Gallipoli, S. Richwalski, A. Strollo F. Cara, S. Parolai, G. Monachesi, R. Milkereit,E. Günther, G. Di Giulio, G. Milana, D. Bindi, A. Rovelli V. D'Amico, M. Picozzi, F. Baliva, D. Albarello, M. Menichetti, F. Bozzano, S. Martino, S. Rivellino, G. Scarascia Mugnozza
308
518
1094
1720
1770
1858
P678A
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P683A
Author(s)
65
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YSC-F 4 Geoinformation Technologies Oriented to Seismic Hazard and SeismicRisk Assessment
Level 2
ID n°TitlePoster n°
MANAGEMENT AND AIDED DECISION MAKING SYSTEM FOR EARTH-QUAKE DISASTER REDUCTION BY MEANS OF A WEBGIS HAZUS-MH ADAPTATION FOR EARTHQUAKE LOSS SCENARIOS INSWITZERLAND SEISMOLOGICAL KNOWLEDGE REPRESENTATION WITH BDSIS
Y. Baohua, S. Wenzhong, T. Xiaohua B. Duvernay, C. Herold, O. Lateltin P. Gueguen, C. Pequegnat
168
785
1471
P684A
P685A
P686A
Author(s)
SC-F 6 Geophysical and Civil Engineering Aspects of Hazard, Risk, andMitigation for Major European Cities
Level 2
ID n°TitlePoster n°
THE METHODOLOGY FOR PROBABILISTIC SEISMIC RISK ANALYSISBASED ON EARTHQUAKE CONSEQUENCE JICA TECHNICAL COOPERATION PROJECT FOR SEISMIC RISKREDUCTION IN ROMANIAA NEW DIGITAL SEISMIC NETWORK IN ROMANIA WITH DENSE INSTRUMENTATION IN BUCHARESTSEISMIC MICROZONATION OF THE CITY OF BUCHAREST
PROBABILISTIC SEISMIC HAZARD ASSESSMENT FOR VRANCEAEARTHQUAKES AND SEISMIC ACTION IN THE NEW SEISMIC CODEOF ROMANIAOVERVIEW OF SITE EFFECT STUDIES IN ISTANBUL
Z. Wen, Y. Hu
R. Vacareanu, T. Kaminosono A. Aldea, T. Kashima, N. Poiata, T. Kajiwara D. Lungu, C. Arion, E. Calarasu D. Lungu, S. Demetriu, A. Aldea, C. Arion
O. Ozel, E. Durukal, M. Erdik
352
510
515
993
1003
2018
P687A
P688A
P689A
P690A
P691A
P692A
Author(s)
SC-F 7 Potential for Very Large Earthquake Disasters in the EuropeanMediterranean Region
Level 2
ID n°TitlePoster n°
ASSESSMENT OF EARTHQUAKE RISK IN URBAN SPACES
LOWER TAGUS VALLEY, NEAR LISBON: LOCAL SOURCES VERSUSDISTANT OFFSHORE SOURCES MODELLING DAMAGE AND TSUNAMI SCENARIOS OF THE 1755GREAT LISBON EARTHQUAKE
SOME UNUSUALLY STRONG, HISTORICAL EARTHQUAKES INGREECE EARTHQUAKE POTENTIAL OF SEISMOGENIC ZONE
H. Javaheri, A. Abiri Jahromi,F. Saifoldini, A. Falahi J. Fonseca
M. Jimenez, F. Vaccari, M. Garcia-Fernandez, F. Romanelli, T. Pinat, G. Panza, J. Martinez-Solares S. Stathis
V. Schenk, Z. Schenková
1599
1773
1778
1894
1992
P693A
P694A
P695A
P696A
P697A
Author(s)
SC-F 8 Near Real-Time Damage and Loss Assessment due to StrongEarthquakes
Level 2
ID n°TitlePoster n°
DAMAGE DETECTION FOR THE 2004 NIIGATA-KEN CHUETSUEARTHQUAKE USING SATELLITE SAR INTERPRETATION OF EXPRESSWAY DAMAGES IN THE 2004 MID NIIGATA EARTHQUAKE BASED ON AERIAL PHOTOGRAPHS DAMAGE ESTIMATION AND RESPONSE SIMULATION IN THE INTEGRATED EARTHQUAKE DISASTER SIMULATION SYSTEMS IMPLEMENTATION OF THE MUNICIPALITY EARTHQUAKE DISASTERPREVENTION INFORMATION SYSTEM BASED ON RARMIS
APPLICATION OF EARTHQUAKE DESTRUCTIVE INDEX CONSIDERING THE NUMBER OF EARTHQUAKE RESPONSE CYCLES PROGNOSIS OF DAMAGE FROM STRONG EARTHQUAKES ON THEBASE OF RELATIONS BETWEEN EARTHQUAKE PARAMETER SCENARIO EARTHQUAKE CONSEQUENCES AND SEISMIC RISKMAPPING: CASE STUDY FOR THE NORTHERN CAUCASUS
QUANTITATIVE ASSESSMENT OF SEISMIC RISK IN BISHKEK CITY,KYRGYZSTAN
M. Matsuoka, K. Horie, H. Ohkura, F. Yamazaki Y. Maruyama, F. Yamazaki,H. Yogai, Y. Tsuchiya N. Kodama, Y. Goto, S. Kakumoto, I. Takeuchi H. Yamada, T. Furuto, N. Sasaki, K. Fukuyama, S. Kakumoto A. Murata, M. Kitaura, M. Miyajima M. Rodkin, V. Pisarenko, A. Gvishiani N. Frolova, V. Larionov,J. Bonnin, E. Rogozhin, O. Starovojt, L. Chepkunas K. Murataly, K. Yrysmendi
735
738
742
743
773
1040
1266
1557
P698A
P699A
P700A
P701A
P702A
P703A
P704A
P705A
Author(s)
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Y SS 1 Tsunamis in the European Mediterranean Region and the SumatraEarthquake and Tsunami in the Indian Ocean
Level 2
ID n°TitlePoster n°
MODEL TESTING OF TSUNAMI SAFE(R) HOUSE DESIGN SIMULATED STRONG GROUND MOTIONS FOR THE GREAT M9.3SUMATRA-ANDAMAN EARTHQUAKE OF DECEMBER 26, 2004 THE STRESS FIELD OF THE SUNDA ARC SUBDUCTION ZONEINFERRED FROM EARTHQUAKE FOCAL MECHANISMS INCLUDINGTHE MAIN- AND AFTERSHOCKS OF THE DECEMBER 26TH 2004NORTHERN SUMATRA EARTHQUAKE
T. Indrasenan, M. Gopal M. Sørensen, K. Atakan, N. Pulido T. Plenefisch, K. Klinge
1526 1963
2046
P706AP707A
P708A
Author(s)
SS 2 Earthquake Loss Modeling: From Earth Sciences to InsuranceApplications
Level -1
ID n°TitlePoster n°
AN EARTHQUAKE LOSS EVALUATION MODEL TO FACILITATE THESUITABLE RISK-BASED LAND USE DECISIONS AND POLICIES WITHHAZARD INSURANCE CRUSTAL STRESS, SEISMIC HAZARD, ACOUSTIC EMISSION ANDINSURANCE OPERATIVE EARTHQUAKE PREDICTION FOR INSURANCE
MONETARY EARTHQUAKE RISK DISCUSSION OF THE MODELLING;THE COMPARABILITY AND FACTORS OF INFLUENCE EMS-98 AS A TOOL FOR LOSS ESTIMATION STRUCTURAL CHARACTERISATION OF TURKISH R/C BUILDINGSTOCK FOR LOSS ASSESSMENT APPLICATIONS GROUND MOTIONS AND CASUALTIES IN THE 1999 CHI-CHI, TAIWANEARTHQUAKE A METHOD TO EVALUATE THE MACROECONOMIC DISASTER DEFICITSEISMOCARE: AN EFFICIENT GIS TOOL FOR SCENARIO-TYPEINVESTIGATIONS OF SEISMIC RISK OF EXISTING CITIES
A GENERALIZATION OF FRAGILITY BASED ON SEISMIC CAPACITYINDEX PROBABILISTIC VULNERABILITY ANALYSIS: AN APPLICATION TOTYPICAL SCHOOL BUILDINGS IN ISTANBUL
SEISMIC INDIRECT LOSS MODEL FOR INDUSTRIAL FACILITIES
MODELLING SEISMIC RISK IN SWITZERLAND
EARTHQUAKE DAMAGE AND LOSS ESTIMATION ON A REGIONALSCALE
RISKSCAPE (NZ) - A MULTIHAZARD RISK ASSESSMENTPROGRAMME CONSEQUENCE ASSESSMENT OF EARTHQUAKES: BAM CASESTUDYBUILD ENVIRONMENT AND SEISMIC RISK ASSESSMENT IN TBILISI VULNERABILITY FUNCTIONS AND DAMAGE PROBABILITYMATRICES FOR UK BUILDING STOCK SEISMIC HAZARD AND ECONOMICS FOR AN OIL FACILITY IN SOUTHERN MEXICO APPLICATION OF DEAGGREGATION METHODS IN PROBABILISTICRISK MODELS ESTIMATION OF GROUND MOTION AND REGIONAL SITE RESPONSEIN ITALY AND CENTRAL EUROPE
A. Taylan
A. Zanini, G. Gregori, G. Paparp, M. Poscolieri V. Sibgatulin, K. Simonov, S. Peretokin M. Raschke
R. Musson I. Bal, H. Crowley, R. Pinho,F. Gulay M. Sullivan, T. Onur
O. Cardona, M. Ordaz, A. Moreno, S. Santa-cruz S. Anagnostopoulos, C. Providakis, P.Salvaneschi, G. Bonacina I. Sato, H. Yashiro, K. Ohta,S. Fukushima U. Hancilar, E. Durukal, G.Deodatis, G. Franco, M. Erdik, A. Smyth N. Kiarash, M. Reinhard, G. Mohsen T. Lai, K. Shabestari, J. Guin,P. Towashiraporn S. Tyagunov, G. Gruenthal,R. Wahlstroem, L. Stempniewski, J. Zschau A. King
M. Faizian, H. Schalcher
I. Timchenko, G. Lomidze A. Weston, P. Burton
M. Chavez, P. Velasco, E. Cabrera, N. Perea F. Matter, E. Ruettener, A. Zbinden T. Onur, M. Nyst, C. Williams
108
176
433
455
554 603
703
710
769
868
889
1076
1202
1422
1501
1597
1628 1662
1805
2003
2030
P415A
P416A
P417A
P418A
P419AP420A
P421A
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Author(s)
67
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YSS 4 ESC-UNESCO Workshop on Earthquake Hazard and Seismic RiskReduction: Studies in the Southern Mediterranean Countries
Level -1
ID n°TitlePoster n°
PREDICTED AND OBSERVED PGA VALUES IN THE BOUMERDES(ALGERIA) AREASITE RESPONSE FROM MICROTREMOR AND 1-D MODELS FORMICROZONING THE TOWNS OF DIMONA AND BET SHEAN, ISRAEL
SEISMICITY AND SEISMIC HAZARD ANALYSIS IN ESFAHAN QUADRANGLE SEISMOTECTONICS AND SEISMIC HAZARD ASSESSMENT OF THEZANJAN PROVINCE IN IRAN INFLUENCE OF THE VRANCEA EARTHQUAKE FROM 4.03.1977 ONTERRAINS WITH ESTABLISHED PALEOSEISMIC EVENTSLIBYAN DIGITAL SEISMOLOGICAL NETWORK AS FIRST DATABASEFOR LIBYATHE INFLUENCE OF B-VALUE ESTIMATE IN SEISMIC HAZARDASSESSMENTTHE 21ST MAY 2003, MW 6.8 BOUMERDES EARTHQUAKE. ALGERIA.POSTSEISMIC MODELLING FROM GPS OBSERVATIONS
Y. Bouhadad, A. Slimani, N. Laouami Y. Zaslavsky, G. Ataev, M. Gorstein, T. Aksinenko, M. Kalmanovich M. Sedghi, M. Zare
A. Mahdavian
D. Angelova
A. Elmelade
L. Gulia, C. Meletti
A. Mahsas, K. Lammali, P. Briole, E. Calais, A. Yelles, O. Charade
57
151
156
561
761
1653
1936
1960
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Author(s)
THURSDAY TO FRIDAY
CS5 Site Response and Site effects Level 2
ID n°TitlePoster n°
SEISMIC HAZARD AND ALPINE VALLEY RESPONSE ANALYSIS :GENERIC VALLEY CONFIGURATIONS SEISMIC LOCAL SITE EFFECTS STUDY FOR CHENNAI CITY, TAMILNADU STATE, INDIAASSESSMENT OF SITE EFFECTS AND GROUND MOTION LENGTHENING IN ISTANBULAMBIENT VIBRATION MEASUREMENTS IN AQABA CITY, JORDAN
TEST OF ENVIRONMENTAL NOISE IN BARCELONA CITY
SITE EFFECT ESTIMATION FROM MICROTREMORS AND SEISMICSTRONG MOTION THE DUAL RECIPROCITY BOUNDARY ELEMENT METHOD APPLIEDTO 3D TRANSIENT HALF-SPACE DYNAMICS SITE EFFECT MODELS DUE TO THE SHALLOW SEDIMENTARYROCKS IN BUCHAREST METROPOLITAN AREA - ROMANIASEISMIC PERFORMANCE OF RIGID INCLUSIONS BUILT IN SOFTCLAY2D EVALUATION OF SITE EFFECT IN THE CITY OF BAM
MICROREGIONALIZATION AND INSPECTION OF BUILDINGS ONDATA OF SEISMIC OBSERVATIONS STRUCTURE-SOIL-STRUCTURE INTERACTION EFFECTS ON NONLINEAR DYNAMIC RESPONSE OF TALL BUILDINGS THE RELATIVE IMPORTANCE OF SITE EFFECTS IN SEISMICHAZARD ANALYSIS EMPIRICAL ESTIMATES OF SITE AMPLIFICATION FACTOR FROMSTRONG-MOTION RECORDS AT NEARBY STATION PAIRS SITE EFFECTS, DATA PROCESSING AND RESPONSE SPECTRA DUETO THE 1999 KOCAELI AND DUZCE EARTHQUAKES
PROPOSAL OF NEW EQUIVALENT LINEAR ANALYSIS TECHNIQUEFOR PRECISE VERTICAL MOTION SIMULATION SITE AMPLIFICATION PREDICTIONS USING RANDOM VIBRATIONTHEORY
C. Lacave, F. Lemeille
S. Rajarathnam, G. Ganapathy G. Birgoren, O. Ozel
A. Khasawneh, H. Al Nimry, T. Al Hadid, C. Lacave R. Franklin, O. Caselles, J. Clapes, J. Canas, L. Pujades, F. García, X. Lana, V. Perez-Gracia N. Laouami, A. Slimani, N. Benkaci, Y. Bouhadad K. Edip, M. Garevski, G. Schmid, A. Tosecky A. Bala
J. Mayoral, B. Mendez, M. Romo M. Baziar, N. Tafazzoli, M. Fatemi Aghda F. Yudakhin, N. Kapustian, G.Antonovskaya, E. Shakhova F. Nateghi-A., A. Rezaei
G. Leonard, D. Steinberg, N. Rabinowitz K. Fujimoto, S. Midorikawa
P. Gundes Bakir, G. De Roeck, G. Degrande, R. Iyisan H. Sato, M. Kanatani
E. Rathje, M. Ozbey, A. Kottke
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Author(s)
68
A STUDY ON LOCAL DAMAGE DISTRIBUTION DURING THE 2004 NIIGATAKEN-CHUETSU EARTHQUAKE ESTIMATION OF PEAK GROUND MOTION DISTRIBUTION USINGOBSERVED RECORDS DURING THE CHUETSU EARTHQUAKE
NUMERICAL SIMULATION OF EFFECTS OF LIQUEFACTION IN SEISMIC SSI IDENTIFICATION SYSTEM OF DYNAMIC SOIL PROPERTIES USINGVERTICAL ARRAY RECORDS OF GROUND MOTIONS COMPARISON OF EARTHQUAKE RESPONSE ANALYSIS OF GROUNDFOCUSING ON DAMPING EFFECTS OF NONLINEARITY OF THE SOIL BEHAVIOR IN STRONGGROUND MOTION DETERMINATION OF S-WAVE VELOCITY STRUCTURE USING ARRAYMICROTREMOR MEASUREMENTS: CONVENTIONAL AND TWO ... RESPONSE OF SELECTED SITES IN KARVINA REGION DURINGMINING INDUCED SEISMIC EVENTS INTERCONNECTION OF SOIL NONLINEARITY AND RESONANTAMPLIFICATION OF SEISMIC WAVES IN SOIL LAYERS ONE DIMENSIONAL LINEAR SITE RESPONSE ANALYSIS IN BAM RESEARCH ON THE METHOD OF DETERMINATION THE TIME OFFORTHCOMING SEISMIC EVENT. PHYSICO-MATHEMATICAL BASE AND MONITORING SYSTEM FORTHE EARTHQUAKE FORECAST (M>6), ITS PLACE AND TIME SEISMIC RESPONSE OF ALPINE VALLEYS: THE CASE OF VALPELLICE, ITALY
SEISMIC MICROZONATION IN TWO VALLEYS OF THE EASTERNPYRENEES: ANDORRA AND LA CERDANA
EFFECT OF DETONATIONS IN RURAL HOUSES OF THE SOUTH OFMEXICO
SEISMIC MICROZONATION OF TLAXCALA CITY, MEXICO SITE EFFECT AND SEISMIC VULNERABILITY OF THE ACATLAN CITY,MEXICO SITE CLASSIFICATION MAP FOR CENTRAL EUROPE
ON ESTIMATION OF SITE AMPLIFICATION FROM AMBIENT GROUNDNOISE SITE RESPONSE ANALYSES BASED ON SITE SPECIFIC SOILPROPERTIES USING GEOTECHNICAL AND GEOPHYSICAL TESTS ESTIMATING OF SHALLOW VELOCITY STRUCTURE BY INVERSIONOF RECEIVER FUNCTION SITE EFFECT INVESTIGATION BASED ON DATA OF LOCALNETWORK OF SEISMIC OBSERVATIONS IN THE URBAN AREAPARAMETRIC STUDY OF SLOPE'S EARTHQUAKE RESPONSE
ROAD EMBANKMENTS UNDER EARTHQUAKES: FAILURE MECHANISMS AND CORRECTIVE MEASURES ATTENUATION AND VELOCITY STRUCTURE IN THE AREA OF POZZUOLI-SOLFATARA FOR THE SITE RESPONSE ESTIMATE
APPLICATION OF H/V FOURIER SPECTRAL RATIO FOR ANALYSIS OFSITE EFFECT ON ROCK SITES IN TAIWAN CORRELATION OF AMBIENT NOISE GROUND VULNERABILITYINDEX [KG] WITH DAMAGE IN THESSALONIKI (GREECE)
STUDY ON NON-LINEAR BEHAVIORS OF STRONG MOTIONS INOJIYA DURING THE 2004 MID NIIGATA PREF. EQ, JAPAN SEISMIC BEHAVIOR OF 2D TOPOGRAPHIC FEATURES IN TIMEDOMAIN AT HIGH FREQUENCIES SITE EFFECTS EVALUATION IN LORCA TOWN (MURCIA, SPAIN)APPLICABLE TO SEISMIC RISK MANAGEMENT
SEISMIC SITE EFFECT ESTIMATION IN THE CITY OF RABAT
T. Maeda, E. Nagashima, R. Shimizu I. Suetomi, E. Ishida, Y. Fukushima, R. Isoyama, S. Sawada F. Lopez-Caballero, A. Modaressi O. Tsujihara, T. Sawada
N. Yoshida, S. Sawada, S. Nakamura O. Pavlenko
S. Margaryan
Z. Kalab, J. Knejzlik
O. Pavlenko
M. Ashtari Jafari, M. Hatami A. Galka
O. Martynov, M. Martynova
C. Cauzzi, C. Eva, G. Ferretti, V. Giraud, R. Paolucci A. Macau, S. Figueras, B. Colas, B. Le Brun, A. Bitri, T. Susagna, J. Cirés, M. González, A. Roulle D. Murià-Vila, A. Escobar, E. Ovando-Shelley, J. Lermo, J. Hernández-Olazarán J. Lermo, I. Bernal D. Vega, J. Lermo
M. Nyst, C. Williams, L. Hall,T. Onur E. Safak
P. Anbazhagan, T. Sitharam,C. Divya A. Petukhin, K. Miyakoshi
D. Melkov, A. Kharebov
A. Razmkhah, M. Kamalian,M. Jafari, A. Sadroaldini S. López-Querol, R. Porras-Soriano, R. Blázquez S. Petrosino, P. Cusano, G. Saccorotti, D. Galluzzo, E. Del Pezzo V. Sokolov, C. Loh, W. Jean
A. Panou, N. Theodulidis, A. Savvaidis, Z. Roumelioti, P. Dimitriou, P. Hatzidimitriou, A. Kiratzi, C. Papazachos S. Fukumoto, H. Yamanaka
A. Razmkhah, M. Kamalian,M. Jafari, H. Ali elahi M. Navarro, A. García, F. Vidal, T. Enomoto, F. Alcalá-García, F. Luzón, A. Pérez-Ruiz, T. Yamamoto, E. Ocaña, I. Matsuda B. Said, J. Nacer, I. Aomar,B. Lahcen
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LARGE VRANCEA INTERMEDIATE-DEPTH EARTHQUAKES AND SITEEFFECTS IN BUCHAREST URBAN AREAINELASTIC SEISMIC RESPONSE OF SOIL DEPOSITS
SEISMIC RESPONSES OF GROUNDS AND VIADUCTS IN ZONE OFDERAILMENT OF SHINKANSEN BULLET TRAINS INFLUENCE OF "LONG-TERM TIME" EFFECTS ON THE SOILSTIFFNESS IN LOCAL SEISMIC RESPONSE EVALUATION INFLUENCE OF SITE EFFECT IN DAMAGE STATE OF FRAMEDSTRUCTURES SUBJECTED TO EARTHQUAKE A COMPARATIVE STUDY OF THREE METHODS FOR ESTIMATION OFSITE EFFECTS ALTERNATIVE METHOD FOR COMPUTATION OF UNIFORM HAZARDSPECTRA WITH SOIL EFFECTS STRONG MOTION AND NOISE ANALYSIS AT TOLMEZZO-AMBIESTADAM SITE (NE ITALY) NUMERICAL COMPUTATION OF PROBABILITY DENSITY FUNCTIONSFOR MULTI-DIMENSIONAL STOCHASTIC PROBLEMS DETERMINATION OF VS PROFILE OF DEPOSITS IN BAM CITY USINGONE-POINT MICROTREMOR MEASUREMENTS EVALUATION OF SITE EFFECTS ON STRONG MOTION DATA BYMEANS OF MICROTREMOR MEASUREMENTS THE EFFECTS OF LOCAL SITE CLASSES ON THE DYNAMIC BEHAVIOR OF ELEVATED TANKS DETERMINATION OF SITE EFFECTS BY AMBIENT VIBRATION MONITORING A FIRST APPROACH TO THE ESTIMATION OF SITE EFFECTS IN THECITY OF OSLO (NORWAY) USING THE NAKAMURA (H/V SPECTRALRATIO) TECHNIQUE MAIN LEARNINGS FROM THE ESG2006 BENCHMARKS
RAPID SCREENING OF SITE EFFECTS THROUGH MICROTREMORSURVEYS IN VIEW OF MICROZONATION STUDIES ACCOUNTING FOR EPISTEMIC UNCERTAINTIES IN SITE EFFECTSTUDIES: EXAMPLES OF A LOGIC TREE APPROACH SHALLOW GEOLOGICAL STRUCTURE PROPERTIES USING HVSRAND COMPARISON WITH OTHER GEOPHYSICAL INFORMATION
SITE CHARACTERIZATION BY INTELLIGENT SYNTHESIS OFEARTHQUAKE RECORDS, CASE STUDY ON 2003 BAM TREMOR MICROZONATION STUDIES BASED ON GEOPHYSICAL DATA INBUYUKÇEKMECE (ISTANBUL) REGION
SITE SPECIFIC SPECTRAL AMPLIFICATION AT ADDIS ABABAAN ANALYTICAL SIMULATION OF THE SEISMIC FIELD WITHMEMORY PHENOMENAWHAT IS THE POTENTIAL SEISMIC RESPONSE OF THE GENEVATROUGH ? TOWARDS AN INTEGRATED METHODOLOGY FOR SITE EFFECTSESTIMATION
SITE AMPLIFICATION FACTOR ASSESSMENT VIA AMULTIDISCIPLINARY APPROACH: AN APPLICATION IN MOLISEREGION (SOUTHERN ITALY) LONG-PERIOD STRONG GROUND MOTIONS IN TOMAKOMAI, THEYUFUTSU BASIN, HOKKAIDO DURING THE 2003 TOKACHI-OKI,JAPAN, EARTHQUAKE SCATTERED WAVES INDUCED BY IRREGULAR TOPOGRAPHYNONLINEAR SEISMOLOGY. THE QUANTITATIVE DATA
COMPARISON OF SITE RESPONSES TO AMBIENT NOISE, WEAKAND STRONG GROUND MOTION THE IMPACT OF HYDROGEOLOGY ON EARTHQUAKE GROUNDMOTION IN SOFT SOILS
SITE RESPONSE CHARACTERIZATION OF THE FLORENCE URBANAREA (ITALY) USING SEISMIC NOISE MEASUREMENTS
N. Mandrescu, M. Radulian,G. Marmureanu V. Drosos, N. Gerolymos, G. Gazetas S. Mori, S. Kazuni
C. Madiai, G. Simoni, G. Vannucchi S. Klarica, B. Vera, J. Flórez-López S. Ólafsson, R. Sigbjörnsson
A. Perez, M. Ordaz
C. Barnaba, E. Priolo, A. Vuan G. Faschingbauer, R. Scherer A. Kavand, A. Ghalandarzadeh A. Kavand, A. Ghalandarzadeh R. Livaoglu, A. Dogangun
H. Wenzel
P. Conde, S. Molina, C. Lindholm
P. Bard, C. Cornou, E. Chaljub H. Cadet, P. Bard, C. Cornou, P. Guegen P. Bard, D. Fäh, A. Pecker, J. Studer, N. Abrahamson I. Papadopoulos, A.Savvaidis, N. Theodoulidis,C. Papazahos, F. Vallianatos M. Safi, M. Tehranizadeh
S. Karabulut, U. Ceyhan, I. Osmansahin, F. Ozcep, H. Alp, O. Gundogdu G. Yoseph, G. Ramana Z. Tuaeva
S. Hurter, C. Frischknecht
F. Barazza, R. Carniel, P. Cesario, E. Del Pin, M. DiCecca, E. Fabris, S. Grimaz,P. Malisan, E. Puntel, M. Riuscetti, M. Lorenzo S. Barani, R. De Ferrari, G. Ferretti, C. Eva, D. Spallarossa K. Hatayama
H. Mogi, H. Kawakami G. Marmureanu, C. Cioflan,A. Marmureanu P. Dimitriu, N. Theodulidis
D. Hannich, H. Hoetzl, D. Ehret, G. Huber, M. Bretotean, A. Danchiv, V. Ciugudean V. D'Amico, D. Albarello, F. Baliva, M. Picozzi, F. Agili
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SEISMIC MICROZONATION OF BUCHAREST: NUMERICALMODELLING OF SITE EFFECTS GRAVIMETRIC AND MICROSEISMIC CHARACTERIZATION OF THEGEMONA (NE ITALY) ALLUVIAL FAN FOR SITE EFFECTS ESTIMATION
ROBUST TECHNIQUE FOR SITE-EFFECT EVALUATION RESPONSE OF THE ALLUVIUM IN THE LIMA-PERU AREAESTIMATION OF SITE EFFECTS IN THE AREA OF THE SOUTH OFTHE UPPER RHINE GRABEN: SEISMIC MICROZONATION BY USINGAMBIENT NOISE MEASUREMENTS AND CALCULATION OF AN ATTENUATION MODELUNCERTAINTIES ESTIMATION IN SITE-SPECIFIC 1D AND 2D LINEARAND NONLINEAR WAVE PROPAGATION FOR PSHA STUDIES SITE CLASSIFICATION AND AMPLIFICATION IN THE MISSISSIPPIEMBAYMENT FOR REGIONAL SEISMIC RISK ESTIMATIONS ASSESSMENT OF SEISMIC SITE AMPLIFICATION AND SEISMIC BUILDING VULNERABILITY IN REPUBLIC OF MACEDONIA
D. Ehret, G. Huber, D. Hannich, V. Osinov E. Furlanetto, G. Costa, F. Palmieri, A. Delise, P. Suhadolc V. Pinsky, Y. Zaslavsky D. Huaco oviedo V. Calbini, M. Granet
L. Bonilla, P. Liu, S. Nielsen
T. Onur, L. Hall, G. Molas
Z. Milutinovic, G. Trendafiloski
1911
1935
1973 1983 1984
2011
2025
2029
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CS6 Early Warning, Shaking and Loss Scenarios Level -1
ID n°TitlePoster n°
SEISMIC DAMAGE MAPS FOR DISASTER MANAGEMENT USE INURBAN AREAS IN DEVELOPING COUNTRIES PRELIMINARY EVALUATION OF SEISMIC RISK IN KISHINEV CITY
EVALUATION OF RISK COMPONENTS FOR THE CITY OF ISTANBUL
ELEMENTS FOR AN EARTHQUAKE LOSS ESTIMATION MODEL FORGREATER CAIRO EARLY WARNING SYSTEM FOR DEEP STRONG VRANCEAEARTHQUAKES PRELIMINARY SEISMIC RISK SCENARIOS FOR MALAGA, SPAIN
REAL-TIME SEISMIC RISK ANALYSIS FOR EARLY WARNING APPLICATIONS
CROSS-BORDER SEISMIC RISK SCENARIOS (EASTERN PYRENEES)
EARTHQUAKE LOSS SCENARIO FOR THE EMERGENCY RESPONSEEXERCISE RHEINTAL 06 HISTORIC CENTRES AND SEISMIC RISK
INSURED LOSSES FOR REPEATS OF THE 1906 SAN FRANCISCOAND 1811/1812 NEW MADRID EARTHQUAKES
ANALYSIS OF TRIGGERING ALGORITHMS FOR DIRECT(ENGINEERING) EARLY WARNING SYSTEMS CURRENT STATE OF THE EARLY WARNING SYSTEM CREATION FORYEREVAN CITY, ARMENIAA VIRTUAL MONITORING PLATFORM ENVIRONMENT FOR RISKMANAGEMENTSTRATEGY FOR EARTHQUAKE DISASTER PREVENTION AGAINSTTHE APPROACHING MIYAGI-KEN OKI EARTHQUAKE, JAPAN INTENSITY-BASED RISK ASSESSMENT FOR EUROPEAN EARTHQUAKE REGIONS - THE 1995 AIGIO EARTHQUAKE
EXPERT SYSTEM FOR LOSS AND DAMAGE SCENARIO CALCULATIONS DEVELOPED FOR THE TBILISI METROPOLITANAREACOORDINATING EARTHQUAKE INVESTIGATIONS
AUTOMATIC FELT MAPS
F. Nateghielahi, R. Nematolahi V. Alcaz, A. Zaicenco, E. Isiciko S. Kundak, H. Dulger Turkoglu A. Moharram
G. Marmureanu, C. Ionescu,A. Marmureanu, A. Grigore J. Irizarry, A. Macau, T. Goded, D. Clavero, A. Pazos, S. Figueras, R. Garcia I. Iervolino, V. Convertito, G. Massimiliano, G. Manfredi,A. Zollo P. Roussillon, J. Irizarry, M. González, P. Delmotte, O. Sedan, T. Susagna O. Lateltin, P. Smit, B. Duvernay D. Benetti, R. Ferlito, P. Soddu L. Hall, M. Rahnama, D. Windeler, G. Molas, P. Seneviratna, T. Onur,A. Baca H. Alcik, Y. Fahjan, M. Erdik
A. Antonyan, V. Arzumanyan
R. Scherer, G. Faschingbauer M. Motosaka, K. Tsukahara,S. Masuda, M. Maeda T. Langhammer, J. Schwarz,P. Loukopoulos, L. Abrahamczyk, F. Karantoni, D. Lang M. Elashvili, Z. Javakhishvili,T. Mumladze, T. Godoladze
C. Scawthorn, T. Holzer, C. Rojahn R. Bossu, J. El-Baki, M. Aupetit, S. Marin, G. Mazet-Roux
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1417
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71
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YDATA ACQUISITION AND EARTHQUAKE ALERTING IN NORTHEASTERN ITALY: THE OGS-CRS EXPERIENCE USING THEANTELOPE SOFTWARE SUITE EARTHQUAKE RISK RESEARCH IN ROMANIA - 10 YEARS OF COLLABORATIVE EFFORTS
GROUND MOTION ATTENUATION AND SHAKING MAPS GENERATIONIN THE SOUTHERN ALPS AREA
RAPID MOMENT TENSOR SOLUTIONS IN SWITZERLAND EARLY WARNING LOCATION OF SINGLE AND MIXED EVENTS USINGNETWORK BEAMFORMING TSUNAMI INUNDATION MAPS THROUGH THE GIS GRASS
D. Pesaresi, P. Bragato, P. DiBartolomeo, G. Durì, A.Govoni, F. Ponton, D. Zuliani F. Wenzel, G. Schmitt, E.Gottschämmer, V. Sokolov,B. Sperner, D. Hannich, M. Böse, M. Markus, D. Lungu, G. Marmureanu G. Costa, L. Moratto, D. Sandron, A. Delise, P. Suhadolc J. Clinton V. Pinsky, S. Horiuchi
F. Bacino, P. Poggi, T. Cosso, B. Federici, L. Landò Rebaudengo, D. Sguerso
1738
1749
1811
1917 1979
2037
P020B
P021B
P022B
P023B P024B
P025B
CS7 Strategies in Earthquake Mitigation Level 2
ID n°TitlePoster n°
EARTHQUAKE LOSS MODELLING FOR SWITZERLAND FORINSURANCE AND REINSURANCE PURPOSES STRATEGY IN EARTHQUAKE RISK REDUCTION FOR EXISTING BUILDINGS DEVELOPMENT OF PASSIVE EARTHQUAKE PROTECTION TECHNOLOGIES IN TURKEYSTRATEGY OF BUILDINGS OPERATION IN EARTHQUAKE PRONEAREAS EARTHQUAKE PROBABLE MAXIMUM LOSS VS. A MULTIHAZARDSAPPROACH FOR A COMPULSORY INSURANCE IN ROMANIARESTORATION EXPERIENCES OF HISTORIC BUILDINGS DAMAGEDIN THE1999 CHI-CHI TAIWAN EARTHQUAKE PRIORITY OF SEISMIC RETROFIT OF BRIDGES CONSIDERING PREVENTION OF ISOLATED AREAS AFTER AN EARTHQUAKE SOCIO-ECONOMICAL SUSCEPTIBILITY OF DISASTER MANAGEMENTPROGRAMMING EARTHQUAKE, THE PIVOT OF SUSTAINABLE DEVELOPMENT INEARTHQUAKE PRONE COUNTRIES MULTIFACTORIAL RISK ANALYSIS AND SUSTAINABLE URBANSAFETYSEISMIC RISK MANAGEMENT FOR BUILDINGS PORTFOLIO OWNER- INTEGRATION IN AN ERP SOFTWARE SEISMIC RISK ASSESSMENT OF INFORMALLY BUILT CONFINEDMASONRY HOUSES IN PERU ACTUAL SITUATIONS OF INFORMATION SHARING CONCERNINGVULNERABLE PEOPLE AN INVESTIGATION ON SHARING OF DISASTER INFORMATION INLOCAL GOVERNMENTS IN JAPAN SEISMIC RISK MITIGATION IN MEGACITIES : DELHI EXPERIENCE INFORMATION SHARING CONCERNING LIFELINE UTILITIES INDISASTERS IN JAPAN BUSINESS IMPACT AND RESTORATION MODEL FROM TSUNAMIDISASTER NUMERICAL INVESTIGATION OF SUBSOIL INTERVENTIONSTOWARDS STRUCTURAL SEISMIC RISK MITIGATION RVS METHOD FOR HEALTH FACILITY SEISMIC VULNERABILITY EVA-LUATION
SEISMIC SYSTEM IDENTIFICATION OF THE VIENNA BASIN USINGARTIFICIAL MICRO EARTHQUAKES AN ESTIMATION OF NATIONWIDE EARTHQUAKE DEATH TOLL - INCASE OF JAPAN - SEISMIC RISK REDUCTION IN INDONESIA : IN THE PAST, TODAYAND FUTURE TRANSFER OF TECHNOLOGY TO RURAL INDIA FOR SUBSTITUTINGTRADITIONAL EARTHQUAKE RESISTANT CONSTRUCTION
M. Simic
A. Sinha
M. Kaya, S. Tezcan, M. Castellano V. Vorobiev, O. Sakharov,A. Uzdin E. Georgescu
C. Ja-Shian, S. Jen-Chien
Y. Nariyuki, J. Ohki, T. Minamoto, K. Hirao B. Esmailzadeh Hakimi, V. Farimehr H. Khashee, B. Pourseyyed
M. Klyachko, L. Puterman
V. Pellissier, B. Duvernay
M. Blondet, N. Tarque, J. Velasquez M. Sotoma, M. Amami, Y. Hada, T. Suzuki M. Amami, M. Sotoma, Y. Hada, T. Suzuki S. Akhilesh Y. Hada, I. Suetomi, T. Suzuki Y. Kuwata, S. Takada, C. Dinesh E. Kirtas, E. Rovithis, K. Pitilakis G. Trendafiloski, Z.Milutinovic, T. Olumceva, G. Rockenschaub H. Wenzel
Y. Ohta, N. Nojima, T. Nakashima H. Anwar, N. Okada
M. Mukherjee, S. Mukherjee
40
71
162
191
349
366
407
431
487
517
563
626
781
830
835 854
883
953
976
1321
1355
1489
1585
P540B
P541B
P542B
P543B
P544B
P545B
P546B
P547B
P548B
P549B
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P557B
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P559B
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P561B
P562B
Author(s)
72
CS8 Secondary Earthquake Hazards:Tsunami, Landslide, Rock Fall,Liquefaction
Level 2
ID n°TitlePoster n°
SEISMIC LANDSLIDE HAZARD ASSESSMENT- OBSERVATIONAL ANDANALYTICAL APPROACHES ASSESSMENT OF RELIABILITY OF DAMS AT ACTION OF FALLING-LANDSLIDE WAVES CAUSED BY EARTHQUAKES PROBABILISTIC ASSESSMENT OF RELIABILITY OF SOIL MASS BYLIQUEFACTION CRITERIA UNDER SEISMIC IMPACTINVESTIGATION ON THE LIQUEFACTION OCCURRED IN A CLAYEYSANDY SOIL DURING THE CHANGUREH EARTHQUAKE MICROZONATION STUDIES BASED ON SOIL LIQUEFACTION:YALOVA CITY (TURKEY) PERMEABILITY CONTRAST EFFECTS ON LIQUEFIABLE GROUNDRESPONSE WITH BARRIER LAYER NUMERICAL AND EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF GRAVITY TYPE QUAY WALL
TRANSNATIONAL EFFECTS OF LARGE EARTHQUAKES VULNERABILITY FUNCTIONS FOR TSUNAMI LOSS ESTIMATION TWO-WAY INFORMATION SUPPORT SYSTEM BETWEEN RESIDENTSAND FIRE HEADQUARTER IN CASE OF LANDSLIDE DISASTERS ASSESSMENT MODEL FOR THE LIQUEFACTION PROBABILITY ANDASSOCIATED DAMAGES AN INTEGRATED GIS TOOL FOR SEISMIC-INDUCED LANDSLIDEHAZARD MAPPING
HAZARD MAPPING OF EARTHQUAKE TRIGGERED LANDSLIDES SEISMICALLY TRIGGERED LANDSLIDES : FROM FIELD OBSERVATION TO HAZARD ASSESSMENTIMPACT OF GROUNDWATER FLOW ON THE SEISMIC TRIGGERINGOF LANDSLIDES : A NUMERICAL ANALYSIS DISCRIMINATION OF THE NATURE OF TSUNAMI SOURCES (EARTHQUAKE VS. LANDSLIDE) IN EASTERN SICILY USING HISTORICAL DATAANALYSIS OF TSUNAMI RISK APPLIED TO A REACH OF THE LIGURIAN COAST
R. Chowdhury, S. Sarma, P. Flentje O. Finagenov, V. Glagovsky,S. Shulman O. Finagenov
A. Ghalandarzadeh, M. Ghahremani, K. Konagai F. Ozcep, H. Zarif
M. Seid-Karbasi, P. Byrne
A. Arablouei, A. Ghalandarzadeh, A. M.Gharabaghi D. Niyazov N. Peiris T. Mizuta, K. Asano
F. Huang, G. Wang
M. Sakellariou, M. Ferentinou, S. Charalambous K. Ratzinger, B. Neuhäuser H. Havenith
C. Bourdeau, H. Havenith
F. Gerardi, P. De martini,M. Barbano, D. Pantosti
F. Bacino, P. Poggi, T. Cosso,C. Eva, B. Federici, D. Sguerso, S. Solarino
105
154
155
389
435
473
498
544 1121 1200
1239
1365
1405 1650
1668
1929
2035
P563B
P564B
P565B
P566B
P567B
P568B
P569B
P570B P571B P572B
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Author(s)
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ES 1 Geotechnical Engineering Level -1
ID n°TitlePoster n°
EARTHQUAKE DISPLACEMENTS SETTING FOR CALCULATINGSTRUCTURES AND BUILDING EARTHQUAKE SCALES MODELLING THE SEISMIC RESPONSE OF CANTILEVER EARTH-RETAINING WALLS USING DIANAEVALUATION OF SOIL STRUCTURE INTERACTION BY USING NEURAL NETWORK METHODOLOGYSOIL PILE GROUP AND SUPERSTRUCTURE INTERACTION UNDERSEISMIC LOADING DYNAMIC CHARACTERIZATION OF EMBANKMENT WITH INCLINEDBASE GROUND UNDER STRONG EARTHQUAKE MOTION POST EARTHQUAKE DEBRIS : GENERATION AND MANAGEMENTHAZARDOUS CONDITIONS OF COLLAPSIBLE LOESS SOIL IN SEISMIC ACTIVE AREAS GROUND VIBRATION DUE TO A TRAIN MOVING IN UNDERGROUNDTUNNELS DESIGN OF RIGID RETAINING WALLS IN SEISMIC AREAS A STUDY ON EMBEDMENT EFFECT USING COMPRESSION ONLYELEMENT IN SOIL-STRUCTURE INTERACTION ANALYSIS POSSIBILITY OF SOFTWARE APPLICABILITY FOR DYNAMIC PROBLEM MODELLING
AN EXPERIMENTAL STUDY OF THE LIQUEFACTION RESISTANCE OFSAND-CLAY MIXTURES NUMERICAL SIMULATION OF EARTHQUAKE-INDUCED PHENOMENAIN SAND
A. Uzdin, L. Dmitrovskaya
P. Rajeev, P. Pinto, C. Lai, P. Franchin O. Sariyar, D. Ural
R. Taherzadeh, D. Clouteau
L. Li, Y. Hata
R. Sarkar N. Mavlyanova
J. Chai, T. Teng
S. Prakash, V. Puri, Y. Wu Y. Jang
B. Lunacek, E. Hrubesova,M. Lednicka, Z. Kalab, R. Korinek M. Ghahremani, A. Ghalandarzadeh S. Savidis, D. Aubram, F. Rackwitz, W. Schepers
32
74
92
96
99
157 158
199
283 289
320
351
376
P026B
P027B
P028B
P029B
P030B
P031B P032B
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P034B P035B
P036B
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P038B
Author(s)
73
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YARE RAKED PILES BAD FOR SEISMIC LOADS?
RATE EFFECTS ON DEFORMATION CHARACTERISTICS OF SOFTROCKS UNDER LARGE CYCLIC LOADING DYNAMIC BEHAVIOUR OF TAILING DAM UNDER THE ROCKBURSTINDUCED GROUND MOTION CENTRIFUGE MODEL TEST ON SEISMIC STABILITY OF A QUAYWALL IMPROVED BY CHEMICAL GROUTING LABORATORY INVESTIGATION FOR ESTIMATION OF SEISMIC RESPONSE OF THE GROUND GEOTECHNICAL IN SITU INVESTIGATION USED FOR SEISMIC DESIGN OF BUILDINGS MECHANISM AND REASONS OF SLIDE IN TABRIZ NORTH HIGHWAY(TABRIZ_IRAN) EVALUATION OF NEAR-FAULT GROUND MOTION INTENSITYMEASURES EMPLOYING NEURAL NETWORK ANALYSIS
NUMERICAL ANALYSIS OF FULL-SCALE LATERAL-LOAD TESTS OF A3X5 PILE GROUPSEISMIC RESPONSE OF WRAP-FACED REINFORCED RETAININGWALLS SEISMIC STABILITY OF TOWER CRANE WITH PILE FOUNDATION INLOAM GROUND
SEISMIC HAZARD ASSESSMENT OF BANDAR ABBAS DRY DOCKS,IRAN MODELING OF SATURATED SAND UNDER DYNAMIC LOADS USINGMODIFIED DISTURBED STATE CONCEPTMITIGATION STRATEGIES OF A GRAVITY QUAY WALL BY SHAKINGTABLE MODEL TESTS EVALUATION OF SEISMIC STABILITY OF REINFORCED SOIL SLOPESAND WALLS USING HORIZONTAL SLICE METHOD THE EFFECT OF NEAR-FIELD AND FAR-FIELD EARTHQUAKE ONTHE SEISMIC STABILITY OF REINFORCED SOIL SLOPES EMPIRICAL EVALUATION OF CYCLIC RESISTANCE RATIO FROM SPTAND CPT TEST RESULTS DEVELOPMENT OF VIBRATION PENETRATION TEST (VPT) ANDRESULTS OF LABORATORY AND FIELD EXPERIMENTS A STUDY ON COMPUTATION OF SEISMIC PERMANENTDISPLACEMENT OF EMBANKMENTS CONSIDERING HORIZONTALAND VERTICAL SEISMIC MOTION NON-LINEAR ANALYSIS OF LATERALLY LOADED SINGLE PILES
COMPARING THE STRONG MOTION DATA OF RECENTEARTHQUAKES IN TURKEY WITH WAVELET ANALYSIS EFFECT OF DENSIFICATION AS A LIQUEFACTION REMEDIATIONMETHOD ANALYSIS OF SOIL–STRUCTURE INTERACTION DURING EARTH-QUAKE–INDUCED LANDSLIDES ON STRAIN–SOFTENING SOILCYCLIC DEGRADATION MODELS IN TOTAL STRESS ANALYSIS: NEWEQUATIONS ROLE OF DESIGN EXAMPLES FOR SPECIFYING SEISMIC ACTIONSIN PERFORMANCE DESIGN KINEMATIC AND INERTIAL DYNAMIC PILE CENTRIFUGE TESTS ANALYSIS EFFECTS OF INCLINED PILE ON THE DYNAMIC AND SEISMIC PERFORMANCES OF AN END-BEARING PILE GROUP
SETTLEMENT OF FOUNDATIONS DUE TO EARTHQUAKE LOADING ISOLATION METHOD FOR CUT AND COVER TUNNEL USING POLYMER MATERIALTHE EFFECT OF SOIL-PILE-STRUCTURE INTERACTION ON GROUPED PILES NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF BRIDGESUBSTRUCTURE USING CONSISTENT INFINITESIMAL FINITE ELEMENT CELL METHODS SETTLEMENT OF DRY SAND IN ONE-DIMENSIONAL SHAKING TABLETESTS
EFFECT OF CONFINING PRESSURE ON DYNAMIC PROPERTIES OFBABOLSAR SAND USING CYCLIC TRIAXIAL TESTS
A. Giannakou, N. Gerolymos,G. Gazetas D. Peckley, T. Uchimura
T. Tatara, P. Kubon;
K. Daitoh, N. Suemasa, S. Simada, T. Sasaki C. Arion, C. Neagu
C. Arion, E. Calarasu
E. Ghanbari, R. Vafaei
P. Georgarakos, R.Kourkoulis, N. Gerolymos, G. Gazetas T. Tobita, S. Lai, K. Rollins
A. Murali Krishna, G. Madhavi Latha F. Arai, T. Katada, N. Suemasa, K. Itoh, S. Tamate, Y. Toyosawa K. Rokneddin, M. KarimpourFard, Y. Jafarian-Marzouni S. Kim, K. Park, K. Seo, S. Park M. Jahangir Alam, I. Towhata, T. Honda H. Nouri, A. Fakher
H. Nouri, A. Fakher
A. Valsamis, G. Bouckovalas
J. Motoharu, T. Selcuk, N. Yoshito Y. Hata, N. Yamashita, S. Kano, T. Tsuchida
V. Drosos, N. Gerolymos, G. Gazetas B. Teymur
B. Teymur, O. Mavituna, O. Bulugan R. Kourkoulis, G. Gazetas
N. Allotey, H. El Naggar
S. Mori
N. Chenaf, J. Chazelas
S. Escoffier, J. Chazelas, N. Chenaf, L. Thorel, J. Garnier V. Kumar, S. Prakash S. Kiryu, Y. Murono, M. Tateyama Y. Chung, I. Shahrour
P. Emani, B. Maheshwari
F. Jafarzadeh, E. AbazariTorghabeh, H. Farahi Jahromi J. Sanam, J. Fardin
377
394
496
505
519
521
591
660
700
749
768
788
798
816
832
841
858
896
904
922
937
977
999
1015
1048
1086
1113
1180 1209
1220
1251
1332
1345
P039B
P040B
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74
EXPERIMENTAL STUDY ON COUNTERMEASURE AGAINSTLIQUEFACTION-INDUCED UPLIFT OF MANHOLE USING RECYCLED MATERIALS PACKED INTO SANDBAGS RESPONSE OF CIRCULAR TUNNELS EMBEDDED IN STRATIFIEDSOIL FORMATION SUBJECTED TO EARTHQUAKE LOADING SEISMIC MICROZONATION OF LIMA AND CALLAO CITIES
EARTHQUAKE EFFECTS ON SOILS DYNAMIC PROPERTIES OPTIMAL RADIUS OF KINEMATICALLY AFFECTED PILE DOWNHOLE MONITORING INSTRUMENTATION FOR THE SITELIQUEFIED DURING CHI-CHI EARTHQUAKE AT CHINGLIAO, TAINAN,TAIWAN THE EFFECT OF NON-PLASTIC FINES ON THE LIQUEFACTIONRESISTANCE OF SANDY SOILS MICROZONATION AND HAZARD VULNERABILITY FOR DISASTERMITIGATION STUDIES IN TURKEYVARIATION OF CYCLIC RESISTANCE WITH THE ANGLE OF BEDDINGPLANE IN SANDY SPECIMENS
THREE-DIMENSIONAL NONLINEAR FINITE-DIFFERENCE ANALYSISFOR SEISMIC SOIL–MICROPILE-STRUCTURE INTERACTION: PER-FORMANCE OF VERTICAL AND INCLINED MICROPILES GROUPS DYNAMIC PROPERTIES OF SOLID WASTE ASEISMIC EFFECT OF GROUND IMPROVED WITH ACRYLIC EMULSION STUDY ON DENSE ZONE IN SUBSOIL OF EMBANKMENT AS ACOUNTER MEASURE AGAINST EARTHQUAKE
A POST-LIQUEFACTION VOID REDISTRIBUTION MECHANISM FORLAYERED SOILS THE EFFECTS OF POST-SEISMIC SEEPAGE ON SLOPE STABILITYINITIATION OF LIQUEFACTION-INDUCED FLOWSLIDES ADEQUATE NEWMARK COEFFICIENTS FOR HYBRID (BEM/FEM)SOLUTION OF POROUS-MEDIA UNDER EARTHQUAKE ASSESSMENT OF GENERATED PORE PRESSURE AND LIQUEFACTION WITH FEM/BEM HYBRID ANALYSIS IN EARTHQUAKE UNDERSTANDING THE BEHAVIOR OF GRAVITY RETAINING WALLSUNDER EARTHQUAKE LOADING
M. Yoshida, M. Tonoo, M. Miyajima, M. Kitaura
A. Zafeirakos
M. Rodriguez, M. CastroCuba, A. Martínez, Z. Aguilar,D. Luna, F. Lazares, R. Piedra M. Rahhal, G. Lefebvre M. Saitoh T. Sheng-Huoo Ni, Chi-Chih Ko
A. Papadopoulou, T. Tika
A. Petrow
R. Saffarian, A. Ghalandarzadeh, M. Ghahremani H. Alsaleh, I. Shahrour
Dr. G. V. Ramana K. Komiya, K. Shikata, N. Kodama G. Chandradhara, S. Prasad, K. Revanasiddappa S. Munachen
S. Munachen S. Munachen H. Ghorbani, K. Bargi, B. Gatmiri H. Ghorbani, B. Gatmiri, K. Bargi M. Rahhal
1363
1439
1468
1469 1482 1505
1516
1524
1530
1540
1596 1657
1660
1681
1682 16832041
2043
2060
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ES 2 Dam Engineering Level -1
ID n°TitlePoster n°
DAMS AND SEISMICITY OF TURKEYAN EFFECTIVE ALGORITHM ON THE FINITE ELEMENT ANALYSIS OFCOUPLED DAM-RESERVOIR-FOUNDATION SYSTEMS NONLINEAR SEISMIC ASSESSMENT OF REINFORCED CONCRETERESERVOIR TOWERS DYNAMIC ANALYSIS AND EVALUATION OF SAFETY OF SHPILJE DAM
THE DYNAMIC CONTACT MODEL FOR NONLINEAR SEISMIC RESPONSE OF HIGH ARCH DAMS WITH CONTRACTION JOINTS EFFECT OF FOUNDATION MASS AND SHAPE IN 3-D TIME DOMAINDYNAMIC ANALYSIS OF CONCRETE ARCH DAMS STATIC AND SEISMIC SLOPE STABILITY ANALYSIS AND FINITE ELEMENT VALIDATION EFFECT OF RESERVOIR GEOMETRY AND VERTICAL CONTRACTIONJOINTS IN THE SEISMIC RESPONSE OF GRAVITY DAMS NONLINEAR NUMERICAL APPROACH FOR LONGITUDINAL DAMS STUDY ON THE SEISMIC SAFETY OF AN INTEGRAL ARCH DAM SYSTEM CONTRIBUTION OF CONTACT ELEMENT IN MORE REALISTICMODELING OF DAMS INVESTIGATION OF SEISMIC RESPONSE OF EARTH DAMS USING ACOMBINATION OF FINITE ELEMENT METHOD AND BOUNDARYELEMENT METHOD COMPARISON OF STOCHASTIC AND DETERMINISTIC ANALYSES OFKEBAN DAM TO ASYNCHRONOUS SEISMIC EXCITATION
H. Eyidogan M. Damodar, S. Vishal, K. Phani W. Daniell, C. Taylor, A. Crewe, R. Sabatino I. Gjorgjiev, M. Garevski, S. Stamatovska L. Zhao, T. Li, Z. Niu
M. Moradi, A. Noorzad, M. Ghaemian D. Tan, S. Sarma
M. Millan, J. Young, J. Prevost K. Salyamova, R. Abirov J. Tu, D. Li, H. Chen
V. Mircevska
S. Amiri, M. Yousefzadh, J. Safadoust
M. Akkose, S. Adanur, A. Bayraktar, A. Dumanoglu
83 139
160
169
178
205
217
242
287 290
359
423
436
P091B P092B
P093B
P094B
P095B
P096B
P097B
P098B
P099B P100B
P101B
P102B
P103B
Author(s)
75
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YCONSIDERATION OF NON-LINEAR EFFECTS IN SEISMIC RESISTANCE DESIGNS OF CONCRETE HYDRAULIC STRUCTURES SEISMOMETRICAL OBSERVATIONS ON HIGH DAM OF KYRGYZSTAN LIQUEFACTION IN FOUNDATION GROUND OF EMBANKMENT DAMS(CASE STUDY: AHAR DAM, AZERBAIJAN, IRAN) RESPONSE OF KEDDARA DAM TO SPATIALLY VARYING EARTH-QUAKE GROUND MOTION DYNAMIC ANALYSIS OF CONCRETE FACE ROCKFILL DAMS USINGNUMERICAL AND ANALYTICAL METHODS ASSESSMENT OF PERMANENT SEISMIC DISPLACEMENTS ON ANEARTHFILL DAM: A CRITICAL OVERVIEW SEISMIC RISK ASSESSMENT FOR BELI ISKAR DAM
STRONG MOTION INSTRUMENTATION OF DAMS - A TOOL FOR SEISMIC HAZARD REDUCTION HAZARD MODELS IN THE CENTRAL PART OF ROMANIA FOR DAM'SRATING IN SEISMIC RISK CLASSES EFFECT OF NON-UNIFORM GROUND MOTION ON SEISMIC RESPONSE OF ARCH DAMS ASSESSMENT OF DYNAMIC PERMANENT DEFORMATION OF EARTHDAMS USING NEWMARK AND DECOUPLED METHODS INFLUENCE OF DYNAMIC PORE PRESSURES ON THE SEISMICRESPONSE OF GRAVITY DAMS RESERVOIR INDUCED EARTHQUAKE ACTION AND CRUSTALMOVEMENTS
MODAL IDENTIFICATION OF LARGE CONCRETE DAMS USING RANDOM-DECREMENT TECHNIQUES PRACTICAL ISSUES IN FINITE ELEMENT ANALYSIS OF CONCRETEGRAVITY DAMS UNDER SEISMIC LOADS SEISMIC ANALYSES OF GRAVITY DAMS IN NARROW VALLEYS: RUDBAR-LORESTAN RCC DAM
V. Bronshteyn, M. Groshev
V. Dovgan E. Ghanbari, A. Saberi
S. Louadj, R. Bahar, N. Laouami Z. Ghannad
N. Klimis, A. Anastasiadis, K. Makra G. Varbanov, M. Kostov, D. Stefanov, A. Kaneva, N. Koleva V. Mihailov, D. Dojcinovski
I. Moldovan, E. Popescu
A. Jalali, A. Zamani
Y. Jafarian-Marzouni, M. Baziar T. Lazaridis, C. Taylor
J. Snæbjornsson, C. Taylor,B. Stefansson, R. Sigbjornsson P. Mendes, S. Oliveira
A. Manafpour, A. Morison, S. Gallocher A. Manafpour, Y. Chen, A. Morison, S. Gallocher
502
523 590
596
649
796
812
828
829
873
1054
1075
1204
1494
1586
1590
P104B
P105B P106B
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ES 3a Structural Engineering - Analysis Level -1
ID n°TitlePoster n°
THE DUCTILITY DEMAND AND NONLINEAR TORSIONAL RESPONSEOF SYMMETRIC PLAN STRUCTURES WITH INFILL WALLS THE NONLINEAR TORSIONAL RESPONSE OF STRUCTURES UNDEREARTHQUAKE EFFECT WITH ROTATIONAL COMPONENTDETECTION OF THE ECCENTRICITY VARIATION IN NONLINEARRESPONSE USING ARTIFICIAL NEURAL NETWORKS ESTIMATING SEISMIC DEMANDS OF BUILDINGS IN IRAN USINGADAPTIVE PUSHOVER ANALYSIS RESPONSE OF BASE-ISOLATED BUILDINGS INCORPORATING FLUIDVISCOUS DEVICES TO NEAR-FAULT EARTHQUAKES FINITE ELEMENT ANALYSIS OF FIXING THE STEEL PLATE WITHBRACES ON BEHAVIOR OF RETROFITTED RC BEAMS GENERALISED SEISMIC-INDUCED STRUCTURAL DAMAGE PREDICTION USING ARTIFICIAL NEURAL NETWORKS EVALUATION OF NONLINEAR STATIC ANALYSIS FOR ESTIMATINGOF TARGET DISPLACEMENTEVALUATION OF THE CONTROLLING OF INTERSTORYDISPLACEMENT IN THE IMPROVEMENT OF VULNERABILITYPUSHOVER ANALYSIS OF REINFORCED CONCRETE BUILDINGSWITH FLEXIBLE FLOOR DIAPHRAGM LOADING DISCONTINUITY AND ITS REMEDY FOR STEP-BY-STEPSOLUTION OF SHOCK RESPONSE 3D FINITE ELEMENT MODELING OF TOP AND SEAT ANGLE RETROFITTING AND STRENGTHENING QUALITY EVALUATION FROMRIGIDITY VARIATIONS OF A DAMAGED BUILDING A CRITIQUE OF VARIOUS MISSING MASS CORRECTION METHODSFOR SEISMIC ANALYSIS OF STRUCTURES EFFECT OF MODE TRUNCATION IN SEISMIC ANALYSIS OF BUILDINGS: PHYSICAL INTERPRETATION INVESTIGATION OF THE CONCEPT OF GROUND VELOCITYINCREMENT, DV AND ITS EFFECTS ON THE NONLINEAR DISPLACEMENT RESPONSE OF SDOF SYSTEMS
D. Guney, H. Boduroglu, E. Aydin D. Guney, H. Boduroglu, E. Aydin N. Bourahla, T. Boukhemacha, S. Tafraout A. Shooshtari, H. Sabaghian
S. Sorace, G. Terenzi
G. Arslan, F. Sevuk, I. Ekiz
O. De Lautour, P. OmenzetterA. Keyvani
A. Keyvani
S. Deb, V. Geddam
S. Chang
F. Danesh, A. Pirmoz M. Farsi, J. Chatelain, B. Guillier, S. Zermout D. Meera Kaviyad, P. Bose
D. Meera Kaviyad, P. Bose,A. Verma B. Ozturk
6
7
39
44
50
52
54
64
65
75
80
116 121
134
135
143
P120B
P121B
P122B
P123B
P124B
P125B
P126B
P127B
P128B
P129B
P130B
P131B P132B
P133B
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P135B
Author(s)
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Y INVESTIGATION OF FRAME AND SHEAR WALLS INTERACTION ONTHE FLEXIBLE FOUNDATION EFFECTIVE LENGTH OF IRREGULAR FRAME COLUMNS
SEISMIC CAPACITY OF COLUMNS USING NON-LINEAR STATIC PUSHOVER ANALYSIS. THE ASYMPTOTIC APPROACH TO SSI - THE COMBINED TIME-DOMAIN AND FREQUENCY-DOMAIN CALCULATIONS DISTRIBUTION OF BASE SHEAR OVER THE HEIGHT OF ISOLATEDBUILDINGS NUMERICAL SIMULATION OF BASE-ISOLATED SYSTEMS SLIDINGON CONCAVE SURFACES THE INELASTIC SEISMIC RESPONSE OF SETBACK BUILDINGSINCLUDING SOIL-PILE FOUNDATION STRUCTURE INTERACTION INELASTIC SEISMIC DESIGN OF STIFFNESS DEGRADING SYSTEMS
DAMAGE DETECTION AND LOCALIZATION IN EXISTING BUILDINGSUNDER LOW AND MODERATE SEISMIC EXCITATIONS
NEAR-FAULT SEISMIC PERFORMANCE OF COMPOSITE STRUCTURES RETROFITTED WITH ISOLATION DEVICES IMPLEMENTATION AND VERIFICATION OF MASONRY PANEL MODELFOR INFILLED RC FRAMES NONLINEAR DYNAMIC ANALYSIS DISPERSION REDUCTION OF SEISMIC NONLINEAR RESPONSES OFA 3 STORIES INFILLED REINFORCED CONCRETE FRAME SEISMIC RESPONSE OF ROTUNDA MONUMENT DUE TO THE THESSALONIKI 1978 EARTHQUAKE INVESTIGATION OF THE BEHAVIOR OF CONCRETE TALL BUILDINGWITH STAGGERED SHEAR WALLA COMPARATIVE STUDY ON STATIC PUSH-OVER AND TIME-HISTORY ANALYSIS METHODS IN BASE ISOLATED BUILDINGS INFLUENCE OF GROUND MOTION DURATION ON DEGRADINGSDOF SYSTEMS INELASTIC ABSORPTION ENERGY FACTORS FOR SHORT PERIODDETERIORATING SDOF SYSTEMS STUDY ON STIFFNESS FACTOR BASED ON EARTHQUAKE RESPONSE CHARACTERISTICS OF WOODEN-FRAMED HOUSES SEISMIC ANALYSIS OF BRESINA ARCH-GRAVITY DAMS USING COMPLETE STOCHASTIC DEAMPLIFICATION APPROACH
EVALUATION OF LOAD PATH EFFECT IN PUSHOVER ANALYSIS OFFRAMES DUCTILITY DEMANDS OF BUILDING STRUCTURES SUBJECTED TOGROUND MOTIONS REPRESENTING DESIGN EARTHQUAKE DECOMPOSITION OF THE STIFFNESS MATRIX TO STUDY THEDYNAMIC BEHAVIOR OF MDOF STRUCTURES USING SPRINGUPLIFTING ANALYSIS OF UNANCHORED STEEL STORAGE TANKSUNDER HORIZONTAL COMPONENT OF EARTHQUAKE ANALYTICAL INVESTIGATION OF MASSIVE WOODEN WALL PANELSYSTEMS SUBJECTED TO SEISMIC EXCITATION
EFFECT OF SOIL-STRUCTURE INTERACTION ON SYSTEM DUCTILITY OF STACK-LIKE STRUCTURES AN ANALYTICAL INVESTIGATION OF THE RIGID END ZONE FACTORFOR COUPLED SHEAR WALLS SEISMIC RESPONSE ANALYSIS OF STRUCTURES
NUMERICAL ANALYSES OF A SUPPORT SYSTEM FOR PRE-CASTCONCRETE PANELS DRIFT DEMAND OF FRAME STRUCTURES SUBJECTED TO VRANCEA EARTHQUAKE GROUND MOTIONS NON-LINEAR DYNAMIC RESPONSE ANALYSIS ON MULTI-STORYFRAMES WITH SIMPLIFIED HEXAGONAL FAILURE SURFACE ROTATIONAL DUCTILITY DEMAND EVALUATION OF COUPLINGBEAMS BY MONTE CARLO SIMULATION RELATIONSHIP OF SEISMIC RESPONSES AND STRENGTH INDEXESOF GROUND MOTIONS FOR A LARGE-SCALE RIGID STRUCTURES DAMAGE OF REINFORCED CONCRETE STRUCTURE UNDEREXTREMELY STRONG GROUND MOTION
S. Nayeri, A. Davaran, A. Kashefi G. Ozmen, K. Girgin, E. Orakdogen A. Chainani
A. Tyapin
F. Khoshnoudian, B. Mehrparvar N. Jamali, W. Zahlten
W. Widodo
S. Jarernprasert, E. Bazan,J. Bielak P. Gundes Bakir, E. Reynders, G. De Roeck,G. Degrande C. Providakis, E. Xatzina
E. Smyrou, C. Blandon-Uribe S. Antoniou, R. Pinho M. Ghafory Ashtiany, A. Azarbakht I. Doudoumis, M. Kallioudakis S. Amiri, M. Yousefzadh, A. Davaran, A. Kashefi N. Doudoumis, C. Kotanidis,I. Doudoumis E. Bojórquez
L. Ibarra, Y. Kim, A. Chowdhury A. Yamada, S. Suzuki, K. Asano N. Meddane, M. Djafour, R. Derbal, A. Megnounif, D. Zendagui, A. Bekkouche A. Yakut, S. Oguz
D. Ladjinovic, R. Folic
S. De la Cruz, F. López-Almansa S. Eshghi, M. G. Ashtiany, M. N. Ahari V. Hristovski, M. Stojmanovska, R. Zarnic, B. Dujic A. Halabian, S. Kabiri
S. Yuksel
A. Kalandarov, A. Abdykalykov, B. Mekenbaev, L. Soldatova G. Metelli, P. Riva
E. Albota, S. Demetriu, R. Enache J. Choi, K. Ohi
M. Shayanfar, P. Esmaili
S. Citak, H. Kawase, M. Fushimi, S. Ikutama M. Saisho, D. Hayamichi
147
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398
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434
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489
540
551
597
612
620
640
668
718
771
P136B
P137B
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P139B
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P141B
P142B
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P168B
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YDAMAGE OF CONCRETE FILLED STEEL TUBE STRUCTURE UNDEREXTREMELY STRONG GROUND MOTION INVESTIGATION OF SHEAR AND FLEXURAL RESPONSE OF BUILDINGS TO PULSE-LIKE GROUND MOTIONS IN NEAR-FIELD EFFECT OF TRANSFER SLAB ON THE DYNAMIC RESPONSE OFHIGH-RISE REINFORCED CONCRETE BUILDING NUMERICAL SIMULATIONS AND ENGINEERING METHODS FOR EVALUATION OF SEISMIC BEHAVIOUR OF EXPERIMENTALLY TES-TED SHEAR WALLDEFORMATION CAPACITY OF R.C. ELEMENTS WITH SUBSTANDARDDETAILS SEISMIC RESPONSE AND BEHAVIOR OF ANCIENT COLUMNS
RESPONSE OF SDOF SYSTEM TO NON-STATIONARY EXCITATIONCONSIDERING STOCHASTIC CHARACTERISTICS OF PHASE SPECTRUM OPTIMUM TORSION AXIS AND PRINCIPAL DIRECTIONS IN MULTI-STORY BASE ISOLATED BUILDINGS USING OF BOUNDARY EQUATIONS UNDER CALCULATION OFUNDERGROUND STRUCTURES ON SEISMIC EXCITATIONS PORTAL OF DAMAGE: A WEB-BASED FE PROGRAM FOR EARTH-QUAKE ENGINEERING APPLICATIONS
UTILIZATION OF OO TECHNOLOGIES AND DP IN THE DEVELOPMENT OF SOFTWARE FOR STRUCTURAL DYNAMICS
ADVANCED FLAG-SHAPE SYSTEMS FOR HIGH-SEISMIC PERFORMANCE POSTBUCKLING AND CYCLIC BEHAVIOR OF BRACING MEMBERSUSING FIBER ELEMENTS SENSITIVITY ANALYSIS OF RESPONSE SURFACE METHOD FORASSESSMENT OF SEISMIC FRAGILITY OF RC STRUCTURES SENSITIVITY OF SEISMIC DEMAND OF R/C FRAME BUILDINGS COMPUTATIONAL METHODS APPLIED TO THE SEISMIC MARGINASSESSMENT OF POWER PLANTS AND EQUIPMENTS PROGRESSIVE COLLAPSE OF RC STRUCTURES: SEISMIC ANDMANMADE HAZARDS ASSESSING THE RESPONSE OF STRUCTURAL FRAMES TO PULSETYPE GROUND MOTIONS NUMERICALLY ESTIMATED RESPONSE OF TWO DIFFERENTLYDESIGNED DUAL RC SYSTEMS A POTENTIAL WELL ANALOGUE OF ELASTO-PLASTIC SEISMIC RESPONSE ON THE DIAPHRAGMATIC BEHAVIOUR OF ROOF SYSTEMS ANALYTICAL ASPECTS OF SHEAR CORE WALL MODELING IN TALLBUILDING STRUCTURES COMPUTER PROGRAM FOR THREE-DIMENSIONAL NONLINEARDYNAMIC ANALYSIS OF SEISMICALLY ISOLATED STRUCTURES
SEISMIC DYNAMICS OF NON-LINEAR ELASTIC DAMAGE RESISTANTSTRUCTURES
CLOSED-FORM SOLUTIONS FOR RESPONSE OF YIELDING SDOFOSCILLATORS TO SIMPLE PULSES SIMPLIFIED STRUCTURAL MODELS FOR SEISMIC ANALYSIS ALGORITHM FOR THE COMPUTATION OF ACCELERATIONDEMANDS ON EQUIPMENTS INSTALLED IN MULTI-STOREY BUILD DESIGN OF EARTHQUAKE RESISTANT CIVIL STRUCTURES USINGEIGENMODE DESIGN CONTROLEARTHQUAKE VULNERABILITY ASSESSMENT OF A STEELSTRUCTURE AN ALTERNATIVE PROCEDURE FOR ACCIDENTAL ECCENTRICITYAPPLICATIONS IN DYNAMIC ANALYSES OF BUILDINGS STUDY CASE: A MULTISTORY HOTEL BUILDING REHABILITATION DYNAMIC RESPONSE OF SUBMERGED FLOATING TUNNELS SUB-JECTED TO SEISMIC AND HYDRODYNAMIC EXCITATION APPLICATION OF PUSHOVER ANALYSIS PROCEDURES FOR PREDICTING THE SEISMIC RESPONSE OF RC STRUCTURES STRUCTURAL DAMAGE DETECTION WITH THE IMPROVED MATRIXTRANSFORMATION METHOD TWO-STEP SEISMIC ANALYSIS OF COMPLEX STRUCTURES
M. Saisho, M. Kato
A. Khaloo, H. Khosravi
J. Abdalla
M. Kostov, D. Stefanov, N. Koleva
D. Syntzirma, S. Pantazopoulou L. Papaloizou, P. Polycarpou,P. Komodromos Y. Murono, T. Sato
A. Athanatopoulou, N. Doudoumis J. Nizomov
M. Uzcategui, B. Vera, M. Marante, J. Redondo, M.Puglisi, J. Flórez-López P. Komodromos, P. Polycarpou, L. Papaloizou,M. Phocas K. Weng Yuen, S. Pampanin,A. Palermo, A. Carr B. Asgarian
N. Buratti, B. Ferracuti, M. Savoia S. Jankovic F. Voldoire
M. Sasani
A. Meshkat Dini, M. TehraniZadeh L. Martinelli
C. Taylor, M. Adom-Asamoah, N. Alexander L. Ferrara, G. Toniolo M. Tehrani Zadeh, A. Meshkat Dini P. Roussis, P. Tsopelas, M. Constantinou, R. Buchanan, A. Reinhorn O. Oddbjornsson, N. Alexander, R. Sigbjornsson, C. Taylor G. Mylonakis, E. Voyagaki
A. Aronchik, D. Yankelevsky D. Melro, J. Proenca, C. Sousa Oliveira P. Rosko
I. Ginju, M. Ieremia
Y. Fahjan, C. Tuzun, K. Joseph I. Benke M. Di Pilato, F. Perotti, A. Feriani P. Diotallevi, L. Landi
H. Guerrero, J. Escobar, R. Gomez O. Gurbuz, D. Watkins
775
779
815
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877
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929
948
964
968
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1010
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1029 1038
1039
1052
1058
1061
1085 1101
1110
1111
1125
1129 1142
1154
1161
1166
1182 1187
1199
1223
1230
P169B
P170B
P171B
P172B
P173B
P174B
P175B
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P177B
P178B
P179B
P180B
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P183B P184B
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P189B P190B
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APPLICATION OF ARTIFICIAL INTELLIGENCE TECHNIQUES TOSTRUCTURAL DYNAMIC PARAMETER IDENTIFICATION COMPARISON AMONG ASEISMIC DESIGN USING IBC-2003 , EGYPTIAN CODES AND THE GEOPHYSICAL STUDIES VERIFICATION OF THE ASSUMPTION OF UNCORRELATED MOTIONCOMPONENTS IN SEISMIC ANALYSIS PROBABILISTIC ASSESSMENT OF ACCURACY OF STANDARDMETHODS OF COMBINING SPATIAL SEISMIC RESPONSES FORSTRUCTURES NONLINEAR SEISMIC RESPONSE ANALYSES OF EXISTING R/CBUILDING AND EVALUATION OF SYSTEM COMPONENTS CONTRIBUTION A STUDY IN COMPARISON OF SEISMIC ANALYSIS METHODS SUGGESTED BY TURKISH EARTHQUAKE CODE SEISMIC ASSESSMENT OF RETROFITTED RC COLUMNS USING ANINELASTIC REPAIR ELEMENTPERFORMANCE OF TALL BUILDINGS IN NEAR-FIELD EARTHQUAKES RESPONSE ANALYSES CONSIDERING STRUCTURALDETERIORATION OF A RC BUILDING USING EARTHQUAKERECORDS EVALUATION OF SIMPLIFIED CRITERION OF SOIL-STRUCTUREINTERACTION ANALYSIS EFFECT OF SOIL-STRUCTURE INTERACTION ON INTERSTORYDRIFTS IN A SEVEN STORY RC STRUCTURE MORE ACCURATE SPECIFICATION OF DESIGN DYNAMIC MODELSOF MULTISTORY BUILDINGS SEISMIC BEHAVIOUR OF REINFORCED CONCRETE STRUCTURALWALLS UNDER BI-DIRECTIONAL EARTHQUAKE EXCITATION INFLUENCE OF GEOMETRICAL IMPERFECTION ON SEISMIC RESISTANCE OF COOLING TOWER MODELING OF REINFORCED CONCRETE STRUCTURES TO ESTIMATE RESIDUAL DISPLACEMENTS EVALUATION OF THE SEISMIC RESISTANCE OF A PREFABRICATEDSTRUCTURAL SYSTEM OF LOW WEIGHTINELASTIC RESPONSE OF SDOF OSCILLATOR TO COUPLED TILTAND TRANSLATIONAL GROUND MOTION APPROXIMATE ANALYSIS OF LATERAL-TORSIONAL VIBRATION OFBUILDING STRUCTURES WITH DIFFERENT STOREYS FLEXURE-SHEAR FIBRE BEAM-COLUMN ELEMENT FOR MODELLING OF STRUCTURES UNDER SEISMIC LOADING REALISTIC MODELLING OF THE DEFORMATION BEHAVIOUR OFBOX-GIRDER BRIDGES MICRO-MESO-MACRO SCALE MODELLING AND ANALYSIS OF THECAMUS I RC SHEAR WALLCAPACITY SPECTRUM METHOD CONSIDERING SOIL-STRUCTUREINTERACTION EFFECTS THE EFFECT OF HIGHER MODES IN DYNAMIC BEHAVIOUR OF TALLBUILDINGS SEISMIC BEHAVIOR OF VERTICALLY HYBRID BUILDINGS SEISMIC BEHAVIOR OF PRECAST INDUSTRIAL BUILDINGS FRAGILITY ANALYSIS OF FLEXIBLE BASE BUILDINGS
FRAGILITY ANALYSIS OF DETERIORATED REINFORCED CONCRETEBEAM IN NPP FACILITIES
NONLINEAR STATIC AND NONLINEAR DYNAMIC ANALYSES IN THEESTIMATION OF THE MAXIMUM RESPONSES DYNAMIC STRUCTURE-TO-STRUCTURE INTERACTIONS OF THREEBUILDINGS STRUCTURAL ANALYSIS AND SEISMIC STRENGTHENING OF EXISTING AL- SHOUNA HOSPITAL IN JORDAN (STUDY CASE) FINITE ELEMENT ANALYSIS OF FIXING THE STEEL PLATE WITHBRACES ON BEHAVIOR OF RETROFITTED RC BEAMS NEW SEISMIC ISOLATION SYSTEM FOR BUILDINGS CASES OF STUDIES ON THE SEISMIC VULNERABILITYASSESSMENT OF EXISTING BUILDINGS IN SWITZERLAND SHEAR STRENGTH OF REINFORCED CONCRETE SHORT BEAMSWITH STIRRUPS AN EVALUATION METHOD FOR PASSIVE CONTROL SYSTEMS SIMULATED BY MAXWELL DAMPING MODELS
G. Wang, F. Huang
Y. Elhakem
A. Petrenko, A. Birbraer
A. Petrenko
M. Faggella, J. Conte, J. Restrepo, E. Spacone
A. Dogangun, R. Livaoglu
D. Lee
A. Khaloo, P. Ghaderi, S. Ghahari F. Arrecis, M. Motosaka
C. Hyun, J. Kim, W. Kim, Y. Chung, M. Kim S. Ivanovic
M. Nurakhmet
N. Ile, J. Reynouard
R. Pejovic, R. Mrdak, O. Mijuskovic U. Yazgan, A. Dazio
D. Ruiz Valencia
P. Ceresa, E. Kalkan, V. Graizer G. Tarjan, L. Kollar
P. Ceresa, L. Petrini, R. Pinho M. Dr. Empelmann, M. Girmscheid, D. Dr. Nowak D. Coronelli, L. Martinelli, P. Martinelli, M. Mulas M. Bayat, M. Ghannad
A. Gandomzadeh, F. Khoshnoudian A. Kheyroddin, A. Hemmati M. Kramar, M. Fischinger T. Naqvi, T. Datta, G. Ramanna M. Moosoo Kim, M. Myungkue Lee, C. Yunseok Chung P. Tehrani
N. Deng, F. Ostadan
M. Jahmani, J. Qtaishat
A. Guray, S. Filiz, E. Ibrahim
D. Ristic Y. Belmouden
A. Guray
H. Ishigaki
1235
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1761 1830
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YPUSHOVER ANALYSES: SEISMIC RESPONSE EVALUATION OF ANINFILLED FOUR STOREY R.C. BUILDING DAMAGED BY THE 2002EARTHQUAKE IN MOLISE (ITALY)
T. Albanesi, E. Candigliota 2056 P239B
ES 3f Structural Engineering - Masonry and Timber Level -1
ID n°TitlePoster n°
THE INFLUENCE OF VERTICAL MORTAR JOINTS ON THE SEISMICSTRENGTH OF UNREINFORCED BRICK WALLS DESIGN OF MASONRY BUILDINGS IN SEISMIC REGIONS OF REPUBLIC OF MOLDOVASEISMIC BEHAVIOUR OF IRREGULAR MASONRY WALLS SEISMIC BEHAVIOUR OF SANTA MARIA OF BELEM CHURCH
PERFORMANCE OF URM WALLS STRENGTHENED WITH CFRPUNDER HORIZONTAL CYCLIC LOADING STUDY ON SEISMIC RESPONSES OF THE YINGXIAN WOODENTOWER IN SHANXI PROVINCE ANALYSIS OF THE DEGREE OF INFLUENCE OF DISSIPATIVE ANDNON-LINEAR ELASTIC PROPERTIES OF STRUCTURAL MEMBERSOF FRAME TYPE TIMBER BUILDINGS ON THEIR SEISMIC STABILITYCOMPARISON OF SEISMIC CAPACITY OF URM BUILDINGS USINGDIFFERENT GUIDELINES AND EXPERIMENTAL RESULTS MODELING SEISMIC PERFORMANCE OF RESIDENTIAL WOOD-FRAME CONSTRUCTION IN CANADASEISMIC PERFORMANCE OF MASONRY WALLS USING INTERLOCKING UNITS SEISMIC STRENGTHENING AND REPAIR OF THE SS. PETER ANDPAUL CHURCH IN OHRID - CASE STUDYSEISMIC RESISTANCE OF DIFFERENT TYPES OF VERTICALLYPERFORATED BRICKS SEISMIC REHABILITATION OF MASONRY SCHOOL BUILDINGSUSING A SINGLE LAYER OF REINFORCED SHOTCRETE AN OVERVIEW ON THE MATERIAL PROPERTIES OF HISTORICALSTRUCTURES IN SEISMIC REGIONS OF ANATOLIADAMAGE EVALUATION AND REHABILITATION OF THE MONTORIOMEDIEVAL TOWER CYCLIC BEHAVIOR OF TENON-MORTISE CONNECTIONS OF TRADITIONAL TIMBER FRAMES OF KOREAFULL SCALE SHAKING TABLE TESTS FOR POST AND BEAM STRUCTURE OF WOODEN HOUSES BY E-DEFENSE
BEHAVIOUR OF MASONRY STRUCTURES SUBJECTED TO EARTH-QUAKE GROUND MOTIONS APPLICATION OF SEISMIC ISOLATION AND DEVICES FOR DISSIPATION OF SEISMIC ENERGY TO MASONRY STRUCTURES SEISMIC BEHAVIOR OF TRADITIONAL HERITAGE WOOD STRUCTURES IN KOREASEISMIC BEHAVIOR OF MASONRY HOUSES RETROFITTED WITHPP-BAND MESHES EVALUATED WITH SHAKING TABLE TEST
THE INFLUENCE OF GEOMETRY ASPECT RATIO AND MASONRYBOND ON THE SEISMIC BEHAVIOUR OF MASONRY WALLS EXPERIMENTAL RESPONSE OF REINFORCED MASONRY WALLSRETROFITTED WITH CARBON FIBER FABRICS SEISMIC BEHAVIOUR OF VIMIOSO CHURCH. NUMERICAL VERSUSIN SITU STUDYASSESSMENT OF THE STRUCTURAL BEHAVIOR OF A MASONRYWALL UNDER HORIZONTAL CYCLIC LOADS SEISMIC ASSESSMENT OF EXISTING MASONRY BUILDINGS THE VULNERABILITY STUDY OF MASONRY STRUCTURES IN HUNGARYREHABILITATION AND STRENGTHENING OF ST. EUSTAHIUSCHURCH MASONRY STEEPLE MECHANICAL PROPERTIES OF MASONRY MATERIALS IN PAKISTAN
BEHAVIOUR OF MASONRY BUILDINGS STRENGTHENED WITH GFRPGRID BONDED WITH CEMENTITIOUS MATRIX
M. Maheri, M. Najafgholipour
A. Zolotcov
N. Augenti J. Roque, D. Oliveira, P. Lourenço C. To-Nan
Y. He, T. Iwatate, X. Ge
T. Belash, J. Ivanova
F. Alemi, F. Nateghi
T. White, C. Ventura, G. Taylor Y. Sanada, Y. Nakamura, N. Yamauchi, Y. Nakano V. Sendova, B. Stojanoski, R. Salic, M. Garevski E. Fehling, J. Stürz
T. Honarbakhsh, A. Rahnavard, M. Kazemi C. Demir, M. Ispir, A. Ilki, N. Kumbasar, S. Akman M. Indirli, B. Carpani, B. Spadoni S. Hong, Y. Lee, J. Hwang,N. Kim, S. Jung I. Sakamoto, S. Yoshiyuki, M. Chikahiro, N. Izumi, S. Hidemaru K. Jagadish, S. Raghunath,K. Nanjunda Rao B. Bulajic, M. Manic, S. Djurdjevic N. Kim, S. Hong, J. Hwang,Y. Lee, S. Jung J. Mayorca Arellano, K. Meguro, N. Sathiparan, R. Guragain, N. Nesheli M. Tomazevic, V. Bosiljkov
H. Santa Maria, P. Alcanio
B. Silva, A. Costa, J. Guedes
A. Costa, B. Silva, A. Costa,J. Guedes, A. Arêde G. Magenes, A. Penna O. Kegyes-Brassai
M. Ulicevic
A. Qaisar, N. Akhtar,A. Mazhar F. Venuti, G. Bergamo, I. Langone, M. Eusebio, G. Manfredi
28
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677
715
733
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924
930
962
974
975
1014
1020
1067 1116
1119
1237
1280
P241B
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Y 3D DYNAMIC TESTS ON 2/3 SCALE MASONRY BUILDINGS RETROFITTED WITH DIFFERENT SYSTEMS DESIGN METHODOLOGIES FOR THE ASSESSMENT OF THE SEISMIC PERFORMANCE OF MASONRY WALLS REPAIR AND STRENGTHENING OF ANCIENT STRUCTURES PERFORMANCE OF MASONRY STRUCTURES CONSOLIDATION OF THE ARCHEOLOGICAL SITE OF KHOR RORI(OMAN) SHEAR STRENGTH OF TUFF-MASONRY WALLS RETROFITTEDWITH CFRCM STUDY OF SYSTEMS OF CONSTRUCTION IN THE TRADITIONALAHMEDABAD HOUSES: QUERY IN EARTHQUAKE RESISTANCE SEISMIC BEHAVIOUR OF TALL WOOD-FRAME WALLS
IMPROVEMENT OF MATERIAL PROPERTIES FOR PERFORATEDCLAY UNITS IN GERMAN SEISMIC AREAS EXPERIMENTAL INVESTIGATION ON MASONRY ELEMENTS UNDERNORMAL STRESS AND SHEAR OUT-OF-PLANE CAPACITY OF HISTORICAL MASONRY DEPENDINGON ITS INTERNAL STRUCTURE SEISMIC RISK MITIGATION OF HISTORICAL MASONRYSTRUCTURES DURABILITY OF MASONRY STRUCTURES UNDER SEISMICACTIONS BEHAVIOUR OF AN UNREINFORCED MASONRY BUILDING SUBJECTED TO HORIZONTAL COMPONENTS OF BAM EARTHQUAKE THE CHARACTERISTIC DAMAGES OF MASONRY BUILDINGS ANDTHEIR RECONSTRUCTION METHODS DRILLING DOFS OF MEMBRANE ELEMENTS IN 2D IN-PLANE ANALYSIS OF HISTORICAL STRUCTURES DESIGN DETAILING FOR TIMBER STRUCTURES IN SEISMIC ZONES BEHAVIOUR OF UNREINFORCED MASONRY STRUCTURES
M. Dolce, G. De Canio, A. Goretti, R. Marnetto R. Popescu, G. Popescu
H. Sesigür, O. Celik, F. Cili Ö. Isler M. Sassu, M. Andreini, C. Cei, G. Mariani C. Faella, E. Martinelli, S. Paciello, E. Nigro N. Akbar
M. Popovski, A. Peterson, H. Prion U. Meyer, D. Schermer, M. Roßbach D. Liberatore, G. Spera, C. Tancredi, D. Nigro C. Baggio, G. De Felice
C. Syrmakezis, A. Antonopoulos, O. Mavrouli R. Sofronie
K. Pourazin, S. Eshghi
M. Hrachya
A. Mena, Y. Fahjan
E. Fournely, T. Lamadon D. Schermer
1378
1380
1387 1392 1394
1437
1492
1500
1506
1510
1522
1546
1573
1582
1600
1655
1691 2074
P271B
P272B
P273B P274B P275B
P276B
P277B
P278B
P279B
P280B
P281B
P282B
P283B
P284B
P285B
P286B
P287BP288B
ES 3h Structural Engineering - Miscellaneous Level -1
ID n°TitlePoster n°
COMPARATIVE ANALYSIS OF SEISMIC RESPONSE OF ALUMINIUMALLOY AND STEEL ELEMENTS AND STRUCTURES FUNDAMENTALS OF OPTIMUM PERFORMANCE-BASED SEISMICDESIGN VIBRATION BASED SEISMIC DAMAGE RECONSTRUCTION OF A R/CSTRUCTURE TECHNICAL AND ECONOMICAL EVALUATION BETWEEN CONCRETEAND STEEL COOLING TOWERS PROBABILISTIC RELIABILITY ASSESSMENT OF SEISMIC ISOLATIONAND SEISMIC PROTECTION SYSTEMS NUMERICAL STUDY OF SINGLE STORY BUILDING CONSTRUCTEDUSING 3D-PANEL PREFABRICATED SYSTEM UNDER SEISMICMOTIONS THE INELASTIC RESPONSE DIFFERENCES OF TWO BUILDINGSDESIGNED WITH DIFFERENT SEISMIC BEHAVIOR FACTORS A DETAILED STUDY OF THE SEISMIC RESPONSE OF A LARGEELECTROSTATIC PRECIPITATOR VIBRATION CHARACTERISTICS OF BUILDINGS USING MICROTREMOR MEASUREMENTS WAVELET ANALYSIS IN DYNAMIC IDENTIFICATION OF BASE ISOLATED BUILDINGS: APPLICATION TO THE SOLARINO BUILDINGS STRUCTURAL SYSTEM IDENTIFICATION BY USING HILBERTTRANSFORM SEISMIC RESPONSE OF DOUBLE HINGED ARTICULATED LATTICETOWER ENHANCED STIFFNESS-MASS RATIOS METHOD FOR DAMAGEDETECTION IN BUILDINGS WITHOUT BASELINE MODALINFORMATION SOFT COMPUTING BASED RELIABILITY-BASED OPTIMIZATION OFREAL WORLD STRUCTURES UNDER SEISMIC LOADS
V. Vukasinovic, G. Necevska-Cvetanovska, D. Kozinakov H. Moghaddam,I. Hajirasouliha S. Kokot, Z. Zembaty
K. Fallahi
J. Albert
M. Kabir
J. Avila, E. Morales
E. Cruz, D. Valdivia
J. Kanai, K. Tokeshi, C. Cuadra, M. Karkee G. Oliveto, G. Scalia
L. Hong, B. Huang
N. Islam
R. Rodríguez, J. Escobar, R. Gómez
Y. Tsompanakis, N. Lagaros, M. Fragiadakis,M. Papadrakakis
81
100
127
231
257
272
615
704
708
774
808
908
1036
1109
P289B
P290B
P291B
P292B
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Author(s)
81
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YBEHAVIOR OF REINFORCED CONCRETE BEAMS WITH CARBONFIBERS (CFRP) INSTANTANEOUS IDENTIFICATION OF SYSTEMS WITH HYSTERESISUN-DER SEISMIC LOADING MATERIALS' VARIABILITY INFLUENCE ON SEISMIC PERFORMANCEOF PARTIAL-STRENGTH COMPOSITE JOINTS DYNAMIC BEHAVIOR OF SHIELD TUNNEL IN TRANSVERSE DIRECTION EFFECTIVE USE OF EARTHQUAKE RESPONSE FOR SYSTEM IDENTIFICATION OF TORSIONALLY COUPLED BUILDINGS REINFORCED CONCRETE STRUCTURES DESIGN IN SEISMICAREAS: LESSONS LEARNED FROM RECENT EARTHQUAKES ININDIADESIGN OF THE SUBSTRUCTURE OF THE VANCOUVER CONVENTION CENTRE EFFECTS OF REGIONAL VARIATIONS IN MODELING EARTHQUAKEVULNERABILITY FOR KEY BUILDING TYPES IN ITALY AND CENTRALEUROPE
R. Proaño
P. Argoul, R. Ceravolo, G. Demarie, S. Erlicher M. Badalassi, A. Braconi, W. Salvatore K. Mizuno, A. Koizumi
G. Hegde, R. Sinha
V. Kumar
J. Robertson, H. Kullman, R. MacPherson, M. Cowdell A. Baca, P. Seneviratna, C. Williams, T. Onur, M. Nyst
1191
1261
1275
1359
1548
1606
1634
2023
P303B
P304B
P305B
P306B
P307B
P308B
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P310B
ES 4 Design Criteria and Methods, Codes Level -1
ID n°TitlePoster n°
ECONOMY THROUGH PERFORMANCE SEISMIC DESIGN OF STEELBUILDING FRAMEWORKS DISPLACEMENT-BASED SEISMIC DESIGN OF STRUCTURES WITHSIGNIFICANT HIGHER MODE CONTRIBUTION CRITICAL REVIEW OF CODE PROVISIONS FOR ESTIMATION OFPROBABLE FLEXURAL STRENGTH OF R/C BEAMS APPLICATION OF BASE ISOLATION SYSTEM TO A LARGE HOSPITALBUILDING BRACING SYSTEMS FOR SEISMIC RETROFITTING OF STEELFRAMES A COMPARATIVE STUDY OF SEISMIC ISOLATION CODES WORLD-WIDE---PART I. DESIGN SPECTRUM--- A COMPARATIVE STUDY OF SEISMIC ISOLATION CODES WORLD-WIDE---PART II. RESPONSE ANALYSIS--- PERFORMANCE BASED DESIGN USING FORCE REDUCTION ANDDISPLACEMENT AMPLIFICATION FACTORS FOR RCMRF MORE RATIONAL CRITERIA FOR DESIGN EARTHQUAKE FORCES
SEISMIC EVALUATION OF EXISTING STEEL CONCENTRIC BRACINGBUILDINGS, BASED ON FEMA 356 A CRITICAL LOOK ABOUT PENALTY ON THE RESTRICTION OF THEHEIGHT OF RC FRAME STRUCTURE DESIGNED BY ALGERIANCODE RPA99/VER. 2003 BY USING THE CAPACITY SPECTRUMMETHOD (CSM) A SIMPLE PROCEDURE FOR THE ASSESSMENT OF SEISMIC DRIFTRESPONSE OF BUILDING STRUCTURES LOCATED IN SEISMICALLYACTIVE AND NEAR-FAULT REGIONS A NEW APPROACH FOR THE DEVELOPMENT OF A NONLINEARDISPLACEMENT RESPONSE SPECTRA IN TURKEY
VERIFICATION OF CODE COMBINATION RULES FOR MAXIMUMCOLUMN REINFORCEMENTESTIMATING COMBINATION COEFFICIENTS FOR PERFORMANCEBASED DESIGNING (PBD) THE STATE NORMS: CONSTRUCTION IN SEISMIC REGIONS OFUKRAINE DISPLACEMENT- BASED DESIGN APPROACH FOR DESIGN OF RCFRAME BUILDING STRUCTURES DESIGN OF R.C. BUILDINGS FOR DIFFERENT DUCTILITY CLASSESACCORDING TO THE NEW EC8 DIFFERENT METHODS OF ANALYSING MODELS OF THE SAMESTRUCTURE USING EC8-1 TRANSFORMATION OF VULNERABILITY CURVES BETWEENREGIONS WITH DIFFERENT ANTISEISMIC CODES ASSESSMENT OF IRREGULAR R/C FRAMES WITH MASONRY INFILLWALLS IN VIEW OF BGSC AND EC8 ENDURANCE TIME METHOD: A DYNAMIC PUSHOVER PROCEDUREFOR SEISMIC EVALUATION OF STRUCTURES
J. Douglas, P. Prasad, M. Shrikhande, P. Agrawal J. Humar, M. Ghorbanie-Asl,F. Pina C. Aydemir, M. Kircil, M. Eser, M. Zorbozan L. Di Sarno
L. Di Sarno
D. Feng, W. Liu, K. Masuda
W. Liu, D. Feng, K. Masuda
M. Mahmoudi
I. Hajirasouliha, H. Moghaddam F. Danesh, F. Amiri
F. Bakhti, S. Zermout, M. Inukai, Y. Mehani, T. Azuhata, T. Saito
B. Ozturk
B. Ozturk
G. Ozmen, E. Orakdogen, K. Darilmaz O. Sakharov, I. Kuznetsova,A. Uzdin Y. Nemchynov, P. Kryvosheyev G. Necevska-Cvetanovska,R. Petrusevska-Apostolska M. Hrasnica, S. Medic, N. Begic S. Lu, R. Flesch
N. Nanos, A. Elenas
E. Vaseva
H. E. Estekanchi, H. T. Riahi,A. Vafai
2
37
43
48
49
63
66
68
101
115
140
141
142
174
190
243
296
380
385
401
410
443
P311B
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Author(s)
82
NONLINEAR PROCEDURES IN REVISED TURKISH CODE FOR SEISMIC PERFORMANCE ASSESSMENT AND RETROFIT DESIGN SEISMIC DEMANDS OF PLANAR R/C SYSTEMS USING PUSHOVERANALYSIS SEISMIC PERFORMANCE MANAGEMENT DESIGN OF BUILDINGS PUSHOVER ANALYSIS OF MASONRY BUILDINGS: REMARKS ONCODE PROVISIONS ROMANIAN CODE FOR ASSESSMENT OF EXISTING BUILDINGS.CONCEPTS AND METHODS A CODE FOR CURTAIN WALL SYSTEMS IN SEISMIC REGIONS MODIFICATION DISPLACEMENT FACTORS FOR NON LINEAR BEHAVIOR OF SOIL AND STRUCTURE. SEISMIC DESIGN METHOD FOR SOFT FIRST STORY RC BUILDING
PERFORMANCE-BASED DESIGN OF REINFORCED CONCRETE FRAMES MODAL COMBINATION OF THE MAXIMUM BASE SHEARS IN THEDIRECTION PERPENDICULAR TO THE EXCITATION EFFECT OF NEAR-FIELD GROUND MOTIONS ON THE INELASTICFORCE AND DISPLACEMENT DEMAND OF BRIDGE STRUCTURE REPARABILITY DEMAND SPECTRUM OF R/C BUILDINGS DUE TOTHE LIFECYCLE SEISMIC LOSS ESTIMATION APPLICATION OF ENDURANCE TIME METHOD FOR ESTIMATINGMAXIMUM DEFORMATION DEMANDS OF STRUCTURES CALCULATION OF FOLDING ANGLE OF RAILWAY VIADUCT ON THESOFT GROUND WITH NON-FLAT BASE SEISMIC DESIGN OF SPACE STEEL FRAMES USING ADVANCEDMETHODS OF ANALYSIS COMPARISON OF PROBABILISTIC AND DETERMINISTIC ASSESSMENTS FOR EVALUATION OF SEISMIC SAFETY OFNUCLEAR POWER PLANTS IN SLOVAKIASEISMIC DESIGN OF FLAT-BOTTOM SILOS CONTAINING GRAIN-LIKEMATERIALDESIGN PROCEDURES FOR ECCENTRICALLY BRACED FRAMES EFFECTS OF SSI IN THE CAPACITY SPECTRUM METHOD
DAMAGE CONTROLLED SEISMIC DESIGN OF STEEL FRAMEDSTRUCTURES DRIFT CONTROL IN THE SEISMIC DESIGN CODES
PROPORTIONING REINFORCED CONCRETE BUILDINGS FOR DISPLACEMENT-BASED DESIGN ACCELERATION DEMANDS FOR NONSTRUCTURAL COMPONENTSEXPOSED TO NEAR-FAULT GROUND MOTIONS ELASTIC DISPLACEMENT RESPONSE SPECTRA
EVALUATION OF THE CODE-SPECIFIED DISTRIBUTION FOR BASESHEAR IN BASE-ISOLATED BUILDINGS SEISMIC DESIGN OF BEAM-COLUMN JOINTS IN RC MOMENTRESISTING FRAMES SEISMIC DESIGN OF R.C. SHEAR WALLS STRUCTURES: DISCUSSION ON CODE PROVISIONS AND DUCTILITY DEMANDS APPLICATION OF FEMA 356 TO THE SEISMIC ASSESSMENT OFEXISTING NUCLEAR FACILITIES IN THE UK A REVIEW OF MODIFICATIONS IN THIRD EDITION OF IRANIAN CODEOF PRACTICE FOR SEISMIC RESISTANT DESIGN PERFORMANCE BASED DESIGN
COMPARISON OF DESIGN SPECIFICATIONS FOR SEISMICALLYISOLATED BUILDINGS RECOMMENDATION FOR RESPONSE MODIFICATION FACTOR (R)OF ELEVATED CONCRETE TANKS
M. Aydinoglu
T. Makarios, H. Xenidis
E. Thorhallsson A. Giordano, M. Guadagnuolo, G. Faella T. Postelnicu, D. Zamfirescu
I. Vlad J. Vielma Pérez, W. LoboQuintero, P. Rivero Rivero R. Kheir-Eddine, K. Koichi, T. Masaomi, K. Hiroto M. Shayanfar, M. Rahili khorasani N. Ozhendekci
G. Watanabe, K. Kawashima
N. Takahashi, Y. Nakano, H. Shiohara H. Tajmir Riahi, H. E. Estekanchi, A. Vafai T. Kawanishi, Y. Murono, H. Aoki, T. Yamazaki D. Beskos, A. Vasilopoulos
J. Kralik
F. Aptikaev, G. Gasparini, T. Trombetti, S. Silvestri H. Köber E. Saez, F. Lopez-Caballero,A. Modaressi G. Hatzigeorgiou, D. Beskos
L. Andrade Insúa, A. Muñoz Peláez L. Luis B. Fargier Gabaldon
R. Sankaranarayanan, R. Medina D. Manou, D. Raptakis, K. Pitilakis B. Mehrparvar, F. Khoshnoudian A. Mortezaei, A. Kheyroddin
A. Giordano, S. Nardella, G. Faella S. Gallocher, C. Robertson,A. Manafpour, D. Kourepinis M. Tehranizadeh, A. KhajehSamani A. Nazarirad, M. Tehranizadeh U. Akyuz, E. Acar
M. Masoudi, S. Eshghi, M. Ghafory-Ashtiany
450
526
528 555
578
608 635
638
669
690
729
807
872
906
915
925
982
1053 1073
1126
1160
1222
1248
1252
1269
1328
1448
1515
1541
1545
1571
1899
P333B
P334B
P335B P336B
P337B
P338B P339B
P340B
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YES 6 Lifeline Systems Level -1
ID n°TitlePoster n°
SEISMIC HAZARD ASSESSMENT OF SOUTH WESTERN OF IRAN
ADVANTAGES AND CONSIDERATIONS IN APPLICATION OF BASE-ISOLATION TO SUBSTATION TRANSFORMERS DISASTER MANAGEMENT IN ELECTRICAL NETWORK AND POWERLIFE LINE EXISTING POWER GENERATION AND NETWORK FACILITIES IMPROVEMENT AGAINST SEISMIC DAMAGE EXPERIMENTAL STUDY ON SOIL-PIPELINE INTERACTION DUE TOLARGE GROUND DEFORMATION DEVELOPMENT OF NATIONAL IRANIAN GUIDELINES FOR SEISMICVULNERABILITY ASSESSMENT OF POWER NETWORK INSTALLATIONS EARTHQUAKE MAGNIFICATION FACTORS FOR 4-LEGGED SELF-SUPPORTING TELECOMMUNICATION TOWERS SISROUTE: EARTHQUAKE SCENARIO GENERATION SYSTEMALONG ROADS (GLOBAL CONCEPT AND HAZARD ASSESSMENT) EARTHQUAKE INDUCED PEAK GROUND STRAINS IN THE PRESENCE OF STRONG LATERAL SOIL HETEROGENEITIES SIMPLIFIED MODELLING OF CONTINUOUS BURIED PIPELINES SUBJECT TO EARTHQUAKE FAULT RUPTURE ANALYSIS OF LIQUID STORAGE TANKS USING AN INTEGRALEQUATION APPROACH ANALYSIS OF GLOBAL DAMAGE AND FUNCTIONING OF HIGHWAYSYSTEMS IN EARTHQUAKE CONDITIONS NUMERICAL ANALYSIS OF BURIED LIFELINES EXPOSED TO EARTH-QUAKE MOTION EMERGENCY OPERATION AND DAMAGE ASSESSMENT FOR WATERSUPPLY SYSTEM IN TAIWAN FROM CHI-CHI EARTHQUAKE FRAGILITY CURVES FOR BURIED PIPELINES
EARTHQUAKE VULNERABILITY OF TELECOMMUNICATION NETWORKS SEISMIC RISK ANALYSIS OF A LIFELINE SYSTEM SUBJECTED TOPERMANENT GROUND DEFORMATIONS TOOLS TO DEVELOP CONTINGENCY PLANS AFTER AN EARTH-QUAKE - THE MEXICO CITY'S WATER SYSTEM CASE EVALUATION OF METHODOLOGIES FOR THE DESIGN OF BURIEDSTEEL PIPELINES CROSSING ACTIVE SEISMIC FAULTS
AN ECONOMIC APPROACH TO LIFELINES INTERDEPENDENCIESFOR SEISMIC RISK ANALYSIS - THESSALONIKI'S PORTGAS PIPE DAMAGES AND LESSONS LEARNED IN THE 2004 MID NIIGATA EARTHQUAKE AN INVESTIGATION OF SEISMIC RISK ASSESSMENT IN LIFELINES,SPECIAL VIEW OF INTERCITY ROAD NETWORKS
A RESEARCH ON THE SEISMIC RELIABILITY EVALUATION ALGORITHM FOR LARGE SCALE LIFELINE NETWORKS STRESS ANALYSIS OF BURIED STEEL PIPELINES CROSSINGACTIVE STRIKE-SLIP FAULTS EFFECT OF GROUND MOTION AND DAMAGE CORRELATION INTRANSPORTATION NETWORK RISK ASSESSMENTSEISMIC DAMAGE ANALYSIS OF WATER NETWORKS ESTIMATION OF SEISMIC RELIABILITY OF NETWORKS WITH SPATIALLY CORRELATED COMPONENTS A LOSS ANALYSIS METHOD AND EVALUATION FOR CORRELATEDBRIDGES IN A TRANSPORTATION NETWORK
G. Ghodrati Amiri, A. Kaveh,S. Razavian Amrei M. Saadeghvaziri
K. Fallahi
K. Fallahi
E. Faccioli, S. Takashi
B. Esmailzadeh Hakimi, A. Aghababai, A. Taheri Moghadam S. Massah, M. Barkhordari, G.Ghodrati Amiri A. Duval
L. Scandella, R. Paolucci
R. Paolucci
J. Habenberger
D. Dojcinovski, V. Mihailov
R. Borsutzky, L. Lehmann
B. Shih, W. Li
M. Alexoudi, K. Kakderi, K. Pitilakis S. Stiros, V. Kontogianni, P. Psimoulis, S. Pytharouli J. Facciorusso, T. Crespellani, S. Renzi O. Pineda Porras
G. Bouckovalas, G. Kouretzis, V. Zania, E. Gavrielatou K. Kakderi, M. Alexoudi, K. Pitilakis Y. Shimizu, F. Yamazaki, R. Isoyama, H. Shinkai F. Yaghoobi Vayeghan, M. Hosseini, M. FirooziNezamabadi J. Li, Y. Qian, W. Liu
D. Karamitros, G. Bouckovalas, G. Kouretzis R. Lee, A. Kiremidjian
M. Hooshmandzadeh S. Selcuk-Kestel, M. Yucemen R. Lee, A. Kiremidjian
184
214
229
234
381
405
411
516
550
559
629
833
936
965
994
1089
1114
1169
1242
1243
1293
1339
1354
1454
1481
1527 1553
1663
P365B
P366B
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Author(s)
84
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Earthquake Engineering Practice (Recent Projects) and ArchitecturalAspects, Nonstructural Components and Contents (Joint Session)
Level -1
ID n°TitlePoster n°
PARAMETRIC SYSTEM IDENTIFICATION TECHNIQUE FOR DAMAGEDETECTION OF MULTISTOREYED SHEAR BUILDING SEISMIC INVESTIGATION SITING PROCESS FOR A CERCLA WASTEDISPOSAL FACILITYSEISMIC VULNERABILITY ASSESSMENT OF NON STRUCTURALELEMENTS IN A THERMAL POWER PLANTDYNAMIC ANALYSIS OF INTERCONNECTED EQUIPMENTS ALLOWEDTO UP-LIFTCHALLENGES TO HISTORIC REINFORCED CONCRETE HOUSINGARCHITECTURE IN EARTHQUAKE PRONE AREAS OF EUROPE SEISMIC EVALUATION AND RETROFIT OF REFINERY HEATERS RECONSTRUCTION OF THE HOLY VIRGIN ORTHODOX CHURCH INSKOPJE SEISMIC STRENGTHENING OF A LOW RISE STEEL FRAMEDSCHOOLSEISMIC EVALUATION AND STRENGTHENING OF AN HISTORICSYNAGOGUE USING TRADITIONAL AND INNOVATIVE METHODS ANDMATERIALS AN EXPERIMENTAL ANALYSIS ON THE SEISMIC SAFEGUARD OFART OBJECTS SEISMIC DESIGN ALLOWING FOUNDATION UPLIFT (ROCKING) - ACASE STUDYSAFEGUARDING ARCHITECTURAL HERITAGE: ANCIENTANTISEISMIC TECHNIQUES NEW APPROACH VIBRATION PRONE NONSTRUCTURAL COMPONENTS IN ELASTIC-PLASTIC BUILDINGS SUBJECTED TO SEISMIC EXCITATION
A. Dutta, S. Deb, M. Medhi
T. Schacher, J. Beavers
F. Nateghi-A., A. Rezaie
M. G.Ashtiany, V. Sharif, S. Eshghi M. Bostenaru Dan, R. Pinho
H. Kazem M. Garevski, V. Sendova, B. Stojanoski H. Kazem, F. Nateghi-A.
T. Paret, S. Freeman, G. Searer, M. Hachem, U. Gilmartin M. Monaco, M. Guadagnuolo, M. Landolfi E. Ko, C. Field
B. Carpani, M. Indirli
C. Adam
61
69
209
261
457
492 529
588
701
857
1143
1386
1624
P393B
P394B
P395B
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P398B P399B
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P401B
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P404B
P405B
Author(s)
STS E1 &SS 6
The Last Mile, Implementation of Risk Mitigation Measures in Europe Level -1
ID n°TitlePoster n°
ACTIVITIES INITIATED BY BUET-VPI LINKAGE PROJECT ON SEISMICVULNERABILITY IN BANGLADESH PROPOSAL FOR SAFER BUILDINGS AND HOUSING AGAINSTEARTHQUAKE IN DEVELOPING COUNTRIES : LEARNING FROMNORTHERN PAKISTAN EARTHQUAKE 2005 OUTCOME OF SEISMIC MICROZONATION MAPS FOR THE DESIGNOF BUILDINGS SEISMIC BUILDING MONITORING OF MULTISTORY RC STRUCTURES IN TURKEY - A CONTRIBUTION TO THE SERAMARPROJECT
M. Ansary, A. Azad, F. Krimgold, S. Rahman T. Narafu, M. Inukai
F. Widmer, O. Lateltin, J. Rouiller J. Schwarz, D. Lang, L. Abrahamczyk, W. Bolleter, C. Savary, M. Bikçe, M. Genes, S. Kaçin
84
266
541
2049
P406B
P407B
P408B
P409B
Author(s)
STS E5 Eurocode 8: How to Apply? Level -1
ID n°TitlePoster n°
SEISMIC ANALYSIS OF REINFORCED CONCRETE COUPLEDSYSTEMS CONSIDERING DUCTILITY EFFECTS IN ACCORDANCE REAL EARTHQUAKE TIME HISTORIES SCALING TO SATISFY THEEUROCODE 8 SELECTION CRITERIA
J. Kralik, R. Tínes
Z. Ozdemir, Y. Fahjan
852
1842
P410B
P411B
Author(s)
STS E9 Analysis and Design of RC Frames with Masonry Infills Level -1
ID n°TitlePoster n°
CRACKING STRENGTH OF INFILLED FRAMES AND BOND BEAMDESIGNING METHOD EFFECT OF MASONRY INFILL WALLS ON THE LATERAL BEHAVIOROF BUILDINGS RESIDUAL SEISMIC PERFORMANCE OF RC FRAMES WITH UNREINFORCED BLOCK WALL BASED ON CRACK WIDTHS
H. Moghadam, M. Mohammadi A. Ugurhan, Y. Ahmet, O. Mehmet selim H. Choi, Y. Nakano, N. Takahashi
26
494
748
P412B
P413B
P414B
85
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YAN INVESTIGATION ON DUCTILITY OF RC FRAME IN FILLED WITHUN-REINFORCED MASONRY WALL SUBJECTED TO CYCLIC LOADING SEISMIC PERFORMANCE OF AAC INFILLED RC FRAMES
NUMERICAL MODELS FOR SIMULATION OF THE SEISMIC RESPONSE OF RC STRUCTURES IS ADDING HIGH STRENGTH INFILL WALLS TO THE NON DUCTILERC FRAMES AN EFFECTIVE RETROFITTING TECHNIQUE? RETROFITTING OF REINFORCED CONCRETE BUILDINGS USINGMASONRY INFILL WALLS 3D NONLINEAR RESPONSE SIMULATIONS OF BAM TELEPHONECENTER RC BUILDING TO THE 2003 BAM EARTHQUAKE A THREE-STRUT MODEL REFINEMENT FOR INFILLED FRAME ANALYSIS
M. Kabir, R. Shahmoradi
A. Penna, F. Dacarro, G. Calvi H. Rodrigues, A. Costa, H. Varum E. Yuksel, C. Nur
S. Nishikawa, A. Goyal
M. Hooshmandzadeh
S. Biondi, E. Candigliota, C. Nuti
767
1070
1082
1179
1374
1528
1609
P415B
P416B
P417B
P418B
P419B
P420B
P421B
STS E10 By How Much Does the Natural Frequency of Structures Decrease DuringSeismic Response?
Level -1
ID n°TitlePoster n°
LOW AMPLITUDE VERSUS HIGH AMPLITUDE MOTIONS IN FUNDAMENTAL PERIOD ASSESSMENT OF BUILDINGS DYNAMIC AUSCULTATION OF BUILDINGS AND SEISMIC INTEGRITYTHRESHOLD ASSESSMENTDYNAMIC CHARACTERISTICS OF AN 8-STOREY BUILDING ESTIMATED FROM STRONG MOTION RECORDS SIMPLIFIED EQUATIONS FOR ESTIMATION OF PERIOD OF VIBRATION OF EXISTING BUILDINGS MONITORING THE DYNAMICS OF A CONCRETE BUILDING ENDURING EARTHQUAKE AND WIND EXCITATION
IN SITU EXPERIMENT AND MODELLING OF RC-STRUCTURE USINGAMBIENT VIBRATION AND TIMOSHENKO BEAM REAL-TIME STRUCTURAL HEALTH MONITORING INCORPORATINGSOIL STRUCTURE INTERACTION EFFECTS A STUDY ON THE CHARACTERISTICS OF EARTHQUAKE GROUNDMOTION ON BUILDINGS BASED ON STRONG-MOTION OBSERVATIONS VARIATIONS OF APPARENT BUILDING FREQUENCIES - LESSONSFROM FULL-SCALE EARTHQUAKE OBSERVATIONS FREQUENCY AND DAMPING SHIFT DUE TO A DAMAGING EARTH-QUAKE: THE CASE OF MOLISE (2002) ITALY
CHANGING NATURAL FREQUENCIES IN STRUCTURES : THE CASEOF MILLIKAN LIBRARYCOMPARISON OF PERIODS OF BUILDINGS DUE TO STRONG ANDWEAK MOTION BY HOW MUCH DOES THE NATURAL FREQUENCY OF STRUCTURESDECREASE DURING SEISMIC RESPONSE?- IZIIS EXPERIENCEFROM SHAKING TABLE TEST OF REDUCED SCALE MODEL
A. Jalali, M. Razeghi
S. Hans, C. Boutin, E. Ibraim, P. Roussillon T. Kashima
H. Crowley, R. Pinho
J. Snæbjornsson, O. Thorarinsson, A. Carr, R. Sigbjornsson C. Michel, S. Hans,P. Gueguen, C. Boutin S. Soyoz, M. Feng, E. Safak
S. Koyama
M. Todorovska, M. Trifunac,T. Hao M. Mucciarelli, M. Dolce, M. Gallipoli, A. Masi, F. Ponzo, M. Vona J. Clinton, T. Heaton, C. Bradford M. Celebi
L. Tashkov, L. Krstevska
884
1002
1005
1122
1207
1246
1271
1367
1547
1848
1918
2062
2067
P423B
P424B
P425B
P426B
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P428B
P429B
P430B
P431B
P432B
P433B
P434B
P435B
Author(s)
STS E11 Petrochemical Facilities and Large LNG Storage Tanks Level -1
ID n°TitlePoster n°
SEISMIC RETROFIT OF 153 GAS STATIONS IN CITY OF TEHRAN QUALITATIVE AND QUANTITATIVE SEISMIC EVALUATION OF R/CSTRUCTURES IN PETROCHEMICAL PLANTS EVALUATION OF SEISMIC VULNERABILITY OF EXISTING UN-ANCHORED TANKS USING NUMERICAL ANALYSIS SEISMIC ASSESSMENT OF STEEL STRUCTURES IN APETROCHEMICAL PLANTPARAMETRIC ANALYSES FOR THE SEISMIC ISOLATION OF LNGTANKS A COMPARISON STUDY ON SEISMIC PROTECTION SYSTEMS FORSPHERICAL LIQUID STORAGE TANKS EFFECT OF FILLED LIQUID ON DYNAMIC RESPONSE OF LIQUIDSTORAGE STRUCTURES SUBJECTED TO EARTHQUAKE LOADING
F. Nateghielahi, A. Foroughi F. Nateghi-A., A. Rezaie
M. Seyed Razzaghi, S. Eshghi A. Rezaei Tabrizi, F. Nateghi-A. G. Bergamo, M. Castellano,F. Gatti, V. Rebecchi J. Drosos, S. Tsinopoulos, D. Karabalis P. Bhuvaneshwari, S. Elangovan, P. Chellapandi
114 123
325
335
1046
1136
1358
P436B P437B
P438B
P439B
P440B
P441B
P442B
Author(s)
86
SEISMIC RESPONSE OF LARGE CYLINDRICAL TANKS FOR OILSTORAGE WITH FLEXIBLE WALLS
S. Mukat, H. SanchezSanchez, C. Cortes Salas
1411 P443B
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SC-A 1 Archaeological and Historical Studies on the Earthquakes of the PastCenturies
Level 2
ID n°TitlePoster n°
THE M=6.2 EARTHQUAKE OF JANUARY 13 (1804) IN MOTRIL (SPAIN)
THE 1518 VERA (SPAIN) EARTHQUAKE
HISTORICAL EARTHQUAKES DAMAGE AT SS. SALVATORE FORTRESS (SAN RAINERI PENINSULA, MESSINA, SOUTH ITALY):FIRST RESULTS AND GEOARCHAEOLOGICAL IMPLICATIONS ESTIMATING MACROSEISMIC INTENSITY FROM DOCUMENTARYSOURCES USING FUZZY SETS ESTIMATING LOCATION AND SIZE OF HISTORICAL EARTHQUAKESBY GEO-ARCHAEOLOGICAL STUDY OF UM-EL-KANATIR, DEAD SEAFAULTCOMBINING GEOLOGICAL, ENGINEERING, AND PALAEO- ANDARCHAEO-SEISMIC STUDIES IN ISRAELSTRUCTURAL DAMAGE FROM EARTHQUAKES IN THE 2ND-9THCENTURY AT THE ARCHAEOLOGICAL SITE OF AILA ON THE DEADSEA TRANSFORM IN AQABA, JORDAN THE ELEMENTARY CELL OF THE HISTORICAL-SEISMOLOGICALARCHIVE ARCHAEOSEISMOLOGICAL ANALYSIS AND NUMERICAL MODELLINGOF THE GREAT THEATRE OF LARISSA (THESSALY, GREECE)
A. Posadas, F. Vidal, M. Navarro F. Vidal, M. Espinar, E. Ocaña C. Bottari, A. Bottari, P. Carveni
D. Tripone, G. Vannucci, P. Gasperini, G. Ferrari N. Wechsler, O. Katz, S. Marco
S. Marco
T. Niemi, R. Thomas, S. Parker
P. Albini, P. Migliavacca, A. Rovida, M. StucchiR. Caputo, D. Liberatore, K. Hinzen, M. Mucciarelli, G. Spera, P. Sarubbi, A. Tziafalias, B. Helly, S. Schreiber
91
917
1847
1871
1889
1904
1921
1953
2058
P580B
P581B
P582B
P583B
P584B
P585B
P586B
P587B
P588B
Author(s)
SC-B 1 Theory of Wave Propagation and new Techniques of Data Processing Level 2
ID n°TitlePoster n°
ARRAY ANALYSIS OF EARTHQUAKES IN PUGET SOUND, WASHINGTON. NEW INSIGHT ON THE ERROR ESTIMATE AND PRO-BABILISTIC SOURCE LOCATION
DISCRIMINATION OF LOCAL EVENTS IN THE NORTHERN DEAD SEAFAULT REGION USING PATTERN RECOGNITION SCHEMES CONVERTED AND REFLECTED WAVES FROM LOCALEARTHQUAKES STRATIFIED S-VELOCITY ESTIMATION FROM P-WAVE APPARENTINCIDENCE ANGLES SPECTRAL ELEMENT MOMENT TENSOR INVERSION OF REGIONALWAVEFORMS IN THE ALPINE-APENNINIC AREACRUSTAL STRUCTURE OF THE TRANSITION ZONE BETWEEN THESAXOTHURINGIAN AND MOLDANUBIAN UNITS STUDIED BY THESURFACE WAVE METHOD A COMPARISON OF TRAVELTIME MODELING SCHEMES A NEW TWO STEP CORRELATION BASED TECHNIQUE FOR THECLASSIFICATION OF SEISMIC EVENTS
M. La Rocca, D. Galluzzo, S. Malone, W. McCausland,G. Saccorotti, M. Ciampi, E. Del Pezzo S. Barzilai, G. Wust-Bloch, Y.Ben-Horin, Z. Ben-Avraham J. Malek, J. Horalek
L. Svenningsen, B. Holm Jacobsen D. Stich, S. Pondrelli, A. Morelli P. Kolinsky, J. Malek
F. Louis, K. Makropoulos V. Pikoulis, E. Psarakis, E. Sokos
1675
1704
1753
1757
1845
1851
1867 1986
P589B
P590B
P591B
P592B
P593B
P594B
P595B P596B
Author(s)
SC-C 0 Physics of the Earthquake Sources (Open Session – Posters only) Level 2
ID n°TitlePoster n°
SOURCE PARAMETERS OF THE 2004 KALININIGRAD EARTHQUAKES THE PECULIARITIES IN THE SEISMIC REGIME AT DIFFERENTTHERMODYNAMIC CONDITIONS: NEW CORRELATIONS KALININGRAD SEPTEMBER 21, 2004 EARTHQUAKE SEISMOTECTONICS SOURCE PROCESS OF THE 8 OCTOBER 2005, PAKISTAN EARTH-QUAKE FROM TELESEISMIC OBSERVATION
B. Domanski
M. Rodkin
B. Assinovskaya
S. Ozcelik, H. Alp, A. Pinar
604
1041
1521
1575
P597B
P598B
P599B
P600B
Author(s)
87
4. P
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YUSING THE RECURRENT METHOD FOR SEISMOLOGY PROBLEMS
SOURCE PARAMETERS OF LOW MAGNITUDE EARTHQUAKES OFVRANCEA REGION (ROMANIA) IDENTIFICATION OF THE FAULT PLANE AND A SIMPLE 3D VISUALIZATION TOOLMOMENT TENSOR INVERSION OF POSSIBLY MULTIPLE EVENTS ATREGIONAL DISTANCES SURFACE WAVE TOMOGRAPHY OF THE EUROPEAN ARCTIC
NON-DC MECHANISMS OF MICROEARTHQUAKES INDUCED DURINGTHE 2000 INJECTION EXPERIMENT AT THE KTB SITE, GERMANY
RUPTURE PROCESS OF THE M7.6 KASHMIR EARTHQUAKE OF 8OCTOBER 2005 FROM TELESEISMIC WAVEFORM ANALYSIS SEISMIC MOMENT TENSOR FROM REGIONAL RECORDS: FAULTPLANE SOLUTION VS. NON-DOUBLE-COUPLE MECHANISM DISTORTION SEISMIC SOURCE MECHANISM - RESOLUTION OF DC AND EXTRA-DC COMPONENTS TENSILE SOURCE COMPONENTS OF SWARM EVENTS IN WESTBOHEMIA, CENTRAL EUROPE, IN 2000 RETRIEVED BYCONSIDERING SEISMIC ANISOTROPYCOMPARISON OF THE 1997 AND 2000 SWARMS IN WEST BOHEMIA(CENTRAL EUROPE) FROM VIEWPOINT OF THE LOCATION, SPACE-TIME ENERGY RELEASE AND SOURCE MECHANISMS REGIONAL MOMENT TENSOR SOLUTIONS IN THE GULF OF SIGACIK-NE AEGEAN REGION- NEW FINDINGS FOR THE GULBAHCE FAULTTHE 2000-EARTHQUAKE SWARM IN THE WESTERN PART OF THEBOHEMIAN MASSIF (CENTRAL EUROPE): DOUBLE COUPLE VS.NON-DOUBLE-COUPLE EVENTS
D. Malytskyy, R. Pak, O. Mujla L. Ardeleanu
P. Adamova, J. Zahradnik
P. Adamova, J. Zahradnik, G. Stavrakakis J. Schweitzer, C. Weidle, A. Levshin, N. Maercklin, N. Shapiro, M. Ritzwoller V. Vavrycuk, M. Bohnhoff, Z. Jechumtalova, P. Kolar, J. Sileny J. Borges, M. Bezzeghoud,B. Caldeira J. Sileny, Z. Jechumtalova
J. Sileny, A. Milev
D. Roessler, F. Krueger, G. Ruempker
J. Horálek, T. Fischer, J. Sileny
N. Meral Ozel, M. Yilmazer,A. Berberoglu J. Horálek, J. Síleny˘, Z. Hudová
1622
1647
1685
1731
1744
1765
1804
1806
1807
1808
1875
1962
2034
P601B
P602B
P603B
P604B
P605B
P606B
P607B
P608B
P609B
P610B
P611B
P612B
P613B
SC-C 1 Earthquake Source Complexity: From Geology Through Kinematic andDynamic Models to Realistic Ground Motion Simulations
Level 2
ID n°TitlePoster n°
PREDICTION OF NEAR-FIELD STRONG GROUND MOTIONS FOR ASCENARIO EARTHQUAKE ON AN ACTIVE FAULTCOSEISMIC DEFORMATION OF THE AL-HOCEIMA 2004/02/24 EARTH-QUAKE FROM INSAR, GPS, SPOT AND FIELD DATARUPTURE ANALYSIS OF DECEMBER 10, 2003 CHENGKUNG, TAIWANEARTHQUAKE (MW ~ 6.5) BASED ON TELESEISMIC AND STRONG-MOTION DATA SETS RUPTURE AT STRIKE-SLIP FAULTS - RESULTS OF NUMERICALMODELLING AT PLANAR AND INCLINED FAULT SEGMENTS THE SAORGE-TAGGIA LINE, WESTERN LIGURIA (ITALY): MULTIDISCIPLINARY ANALYSIS OF A COMPLEX FAULT SYSTEM IMAGING OF SEISMIC RUPTURE PROCESS OF THE CYTHERA M6.7EARTHQUAKE (JANUARY 8, 2006): INVERSION FROM THE RELATIVESOURCE TIME FUNCTIONS. A NEW KINEMATIC SOURCE INVERSION SCHEME POST SEISMIC MULTIPARAMETER STUDIES TO IDENTIFYSEISMOGENIC STRUCTURES IN FAULT PLANE AREAS
W. Haiyun
A. Tahayt
G. Orgulu, S. Yolsal, T. Taymaz, M. Aktar, B. Huang H. Schelle, G. Grünthal
C. Turino, D. Scafidi, E. Eva,S. Solarino V. Plicka
J. Burjanek, J. Zahradnik M. Sobiesiak
19
900
1742
1769
1827
1877
1878 1902
P614B
P615B
P617B
P618B
P619B
P620B
P621B P622B
Author(s)
SC-C 2 Recent Developments in Theoretical and Numerical Earthquake SourceDynamics: New Horizons to Predict Seismic Radiation and Near-FieldGround Motions
Level 2
ID n°TitlePoster n°
THE CHAOS THEORY IN FRACTAL GENERATION OF SYNTHETICEARTHQUAKES SOURCE TOMOGRAPHY OF MINING-INDUCED SEISMIC EVENTS AT"RUDNA" COPPER MINE DYNAMIC SIMULATION OF A DIPPING FAULT USING A 3D FINITE DIFFERENCE METHOD WITH NONUNIFORM GRID SPACING
R. Magaña, A. Hermosillo, M. Romo, M. Pérez G. Kwiatek, W. Debski
Z. Wenbo, I. Tomotaka, I. Kojiro
671
1641
1783
P623B
P624B
P626B
Author(s)
88
SIMILARITY CHARACTERIZATION OF SHORT-TERM AFTERSHOCKSGENERATED BY THE FEBRUARY 11TH 2004, NORTHERN DEAD SEA(ML 5.1) EARTHQUAKE. USING THE RECURRENT METHOD FOR SEISMOLOGY PROBLEMS
G. Wust-Bloch, M. Joswig
D. Malytskyy, R. Pak, O. Mujla
1796
1823
P627B
P628B
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SC-E 6 Earthquake Physics - Field and Laboratory Study Level 2
ID n°TitlePoster n°
MAPS OF ALLOCATED ZONES OF TIDAL EARTHQUAKES IN KAMCHATKA (RUSSIA) THE STRUCTURE OF THE CHUYA EARTHQUAKE (2003 SEPTEMBER,M=7.3) AFTERSHOCK PROCESS BY FOCAL MECHANISMS SPATIO-TEMPORAL FEATURES OF SEISMICITY OF THE ALTAI-SAYANREGION
ANALYSIS OF THE STRESS STATE OF THE CHUYSKY 2003 EARTH-QUAKE ZONE FROM SEISMIC TOMOGRAPHY AND SPACE PHOTOLINEAMENTS DATA
V. Saltykov, Y. Kugaenko
E. Leskova, A. Emanov, S. Goldin A. Emanov, A. Emanov, A. Filina, E. Leskova,Y. Kolesnikov I. Sanina, O. Usoltseva, G. Ivanchenko, A. Emanov
730
1226
1231
1726
P629B
P630B
P631B
P632B
Author(s)
SC-F 0 Engineering Seismology (Open session – Posters only) Level 2
ID n°TitlePoster n°
DEVELOPMENT OF ENGINEERING SEISMOLOGY IN CHINASEISMIC CHARACTERIZATION OF THE BUILDING STOCK IN PONTADELGADA : A FIRST ATTEMPTCOMPARISON OF TWO ARRAY TECHNIQUES TO DETERMINE SOILSTRUCTURE FROM MICROTREMOR MEASUREMENTS SEISMIC HAZARD OF THE CHNPP SITE IN UKRAINE STATISTICAL ESTIMATION OF SEISMIC HAZARD FOR STABLECONTINENTAL REGIONS USING EXTREMAL MIXTURE DISTRIBUTION IMPACT OF EPISTEMIC UNCERTAINTY ON SEISMIC HAZARD ESTIMATES COMPARISON BETWEEN THE ITALIAN SEISMIC HAZARD MAP(PRSTN04) AND ALTERNATIVE PSHA ESTIMATES SEISMIC HAZARD DISAGGREGATION STUDIES. APPLICATION TOMAINLAND PORTUGALON THE IMPACT OF THE BINNING STRATEGY ON MACROSEISMICMAGNITUDE-DEPTH-IO ESTIMATES PROBABILISTIC SEISMIC HAZARD ANALYSIS USING MAPPINGTECHNIQUES AND EPICENTER DENSITY FUNCTIONS EARTHQUAKE AND MICROTREMOR SITE RESPONSE AT INTERNETACCELEROGRAPH SITES IN BRITISH COLUMBIA, CANADADEVELOPING THE UHS FOR NEW SITE OF ISLAMIC AZAD UNIVERSITY (IAU) - SOUTH TEHRAN BRANCH - IN IRAN EARTHQUAKE RESPONSE VARIATION RANGE BASED ON THEORETICAL GROUND MOTION MODELSEISMIC HAZARD AND SEISMIC DESIGN REQUIREMENTS FOR THEARABIAN GULF REGION PROPOSAL OF AN ATTENUATION RELATIONSHIP OF HOUSNERSPECTRUM INTENSITY IN EUROPE MAPPING OF CRUSTAL STRAIN RATE TENSOR FOR ICELAND WITHAPPLICATIONS TO SEISMIC HAZARD ASSESSMENT
SHAKE MAPS OF NONLINEAR SPECTRAL ORDINATES FOR ROMANIAN EARTHQUAKES DAMAGE DISTRIBUTION AND SEISMOLOGICAL MODEL OF THENOVEMBER 2004, SALO' (NORTHERN ITALY) EARTHQUAKE SEISMOTECTONIC MODELING FOR SEISMIC HAZARD ANALYSIS OFVARDAR ZONE IN THE REPUBLIC OF MACEDONIAGROUND MOTION PATTERN OF THE OCTOBER 27, 2004 INTERMEDIATE DEPTH VRANCEA EARTHQUAKE
DECONVOLUTION OF SEISMIC DATA USING PARTIAL TOTAL LEASTSQUARES MITIGATION OF THE SEISMIC HAZARD AND RISK IN MONTREAL
Y. Hu P. Silvestre, P. Teves-Costa
M. Rodriguez, F. Chavez-Garcia A. Kendzera, V. Omelchenko K. Jaiswal, R. Sinha
R. Musson
M. Mucciarelli, D. Albarello,V. D'amico M. Sousa, A. Campos Costa
D. Baumont, O. Scotti
J. Habenberger
S. Molnar, A. Rosenberger,S. Dosso, J. Cassidy M. Firoozi Nezamabadi, F. Yaghoobi Vayeghan, H. Dohi, S. Matsuda, M. Kawano, K. Asano N. Peiris, M. Free, Z. Lubkowski, A. Hussein J. Martinez-Rueda
R. Sigbjornsson, T.Sigurdsson,J.Snaebjornsson, G. Valsson I. Craifaleanu, D. Lungu,I. Borcia V. Pessina, G. Franceschina,P. Vannoli, L. Luzi, F. Pacor B. Dimiskovska, V. Mihailov
K. Bonjer, C. Ionescu,V. Sokolov, M. Radulian, B.Grecu, M. Popa, E. Popescu A. Chanerley, N. Alexander
P. Rosset, A. De la Puente,L. Chouinard
182 323
341
357 432
560
595
623
625
644
693
910
943
1167
1193
1211
1257
1371
1389
1407
1433
1453
P633B P634B
P635B
P636B P637B
P638B
P639B
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P641B
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P654B
Author(s)
89
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YA REVIEW OF SEISMIC VULNERABILITY ASSESSMENT IN MEXICOCITY, FROM LARGE SUBDUCTION EARTHQUAKES SPATIAL VARIATION OF GROUND MOTION IN ISTANBUL
AMBIENT VIBRATION MEASUREMENTS IN LJUBLJANA, SLOVENIA
NEW GENERATION OF PROBABILISTIC SEISMIC HAZARD ASSESSMENT OF GERMANYPROBABILISTIC SEISMIC HAZARD ANALYSIS OF NORTHERNANDES: A COMPARISON BETWEEN DIFFERENT APPROACHES DEFINING THE EARTHQUAKE EFFECTS AT A GIVEN SITE OBSERVATIONS FROM REGRESSIONS ON GROUND MOTION DATAFROM BRITAIN AND NORTH-WESTERN EUROPE EARTHQUAKE SCENARIOS FOR THE CITY OF SOFIAHAZARD MAPS FOR PORTUGAL: SENSITIVITY TO SEISMIC ZONATION AND ATTENUATION MODELS PSHA FOR NORTH-EASTERN ITALY
PROBABILISTIC SEISMIC HAZARD IN A LOW SEISMICITY COUNTRY(FRANCE): CAN THE OBSERVATIONS FROM THE STRONG-GROUNDMOTION ARRAY BE USED TO VALIDATE THE ESTIMATES ? HAZARD DISAGGREGATION: THE IMPORTANCE OF MULTIPLEOCCURRENCES IS THE VS30 A RELIABLE MEASURE OF SOIL CLASSIFICATION ?
OVER-ESTIMATION OF PROBABILISTIC SEISMIC HAZARD DUE TOTHE SPATIAL UNIFORM DISTRIBUTION OF SEISMICITY
A. Gomez Bernal, H. JuarezGarcia E. Harmandar, E. Durukal, M. Erdik, O. Ozel P. Zupancic, B. SketMotnikar, A. Gosar G. Grünthal, C. Bosse, D. Stromeyer, R. Wahlström E. Fiorini, A. Tibaldi, G. Zonno, M. Fernandez L. Timiovska S. Sargeant, R. Musson
D. Solakov, S. Simeonova S. Vilanova, J. Fonseca
D. Slejko, A. Rebez, M. Santulin C. Beauval, P. Bard, P. Gueguen
M. Pagani, A. Marcellini
C. Eva, R. De Ferrari, S. Barani, G. FerrettiC. Beauval, S. Hainzl, F. Scherbaum
1466
1633
1654
1696
1729
1737 1741
1763 1802
1832
1886
1972
1993
2020
P655B
P656B
P657B
P658B
P659B
P660B P661B
P662B P663B
P664B
P665B
P666B
P667B
P668B
SC-F 1 Approaches to Model Seismic Scenarios Level 2
ID n°TitlePoster n°
STOCHASTIC MODELING OF PORTUGAL MAINLAND GROUNDMOTIONS MODELING THE 1980 IRPINIA EARTHQUAKE BY STOCHASTIC SIMULATION. COMPARISON OF THE SEISMIC SCENARIOS USINGFINITE-FAULT SIMULATION METHODS SIMULATING EARTHQUAKE SCENARIOS IN THE EUROPEAN PROJECT LESSLOSS: THE CASE OF THE METROPOLITAN AREA OF LISBON (MAL)
PAST AND PRESENT OF MACROSEISMICITY INVESTIGATIONS GIS-BASED GEOTECHNICAL CHARACTERIZATION OF THE VEGABAJA (SE SPAIN) AND ITS APPLICATION TO SEISMIC MICROZONATION STUDIES GROUND MOTION SCENARIOS FOR ENGINEERING APPLICATIONS:THE CASE OF THESSALONIKI, GREECE
THE ATTENUATION OF SEISMIC INTENSITY IN ITALY: THEORETICALAND EMPIRICAL BACKGROUNDS
A. Carvalho, A. CamposCosta, C. Sousa Oliveira G. Zonno, A. Carvalho
G. Zonno, A. Akinci, G.Cultrera, G. Franceschina, F.Pacor, V. Pessina, M. Cocco,A. Carvalho, E. Coelho, A. Campos Costa L. Timiovska A. Ribo, M. Jimenez, M. Garcia-Fernandez, F. Meroni, S. Molina G. Ameri, G. Cultrera, G. Franceschina, F. Pacor, A. Akinci, A. Lombardi, V. Pessina, G. Zonno, M. Cocco C. Pasolini, P. Gasperini, D.Albarello, B. Lolli, V. D'Amico
1032
1694
1700
1736 1776
1817
1856
P669B
P670B
P671B
P672B P673B
P674B
P675B
Author(s)
SC-F 5 Seismic Hazard and Risk due to Induced Seismicity Level 2
ID n°TitlePoster n°
SEISMIC MONITORING OF AN UNDERGROUND NUCLEAR WASTEREPOSITORY AT OLKILUOTO, FINLAND THE STUDY OF INDUCED SEISMICITY IN THE AREA OF AZAT DAM INARMENIAACCELERATION RESPONSE SPECTRA FROM MINING TREMORS
INDUCED SEISMICITY WITHIN EXPLOITED HYDROTHERMAL FIELDSIN KAMCHATKA (RUSSIA) FIELD DATA AND LABORATORY MODEL ON CONTROLLINGINFLUENCE OF WATER LEVEL PERIODIC VARIATIONS IN A LARGEDAM
J. Saari
V. Hayrapeyan, V. Khondkaryan K. Kuzniar, E. Maciag,T. Tatara Y. Kugaenko
T. Matcharashvili, T. ChelidzeO. Lursmanashvili, Z. Javakhishvili, M. Devidze, T. Khutsishvili
41
531
665
734
934
P676B
P677B
P678B
P679B
P680B
Author(s)
90
EVIDENCE FOR REAL-TIME CORRELATION OF MINING ACTIVITYAND INDUCED EARTHQUAKES IN PARNASSOS MINE (GREECE)
MINING INDUCED SEISMICITY AND ROCK-MASS VELOCITYHETEROGENEITIES SEISMICITY IN NW-GERMANY: INDUCED BY GAS-EXPLOITATION ORNATURAL TECTONIC ORIGIN
ENERGY DISTRIBUTION OF SEISMIC EVENTS FROM THE UPPERSILESIAN COAL BASIN, POLAND HOW TO MODEL SEISMIC LOADS FROM ROCKBURST INDUCEDGROUND MOTION EARTHQUAKES IN NORTHERN GERMANY: TECTONIC AND INDUCED
HAZARD ASSESSMENT AND SEISMIC RISK REDUCTION IN ROCKREMOVAL BLASTS ON SITE OF CERNAVODA LOCK OF DANUBE-BLACK SEA CANALMONITORING OF INDUCED MICROEARTHQUAKES FOR IMPROVEDSEISMIC RISK ESTIMATES HAZARD ASSESSMENT AND SEISMIC RISK REDUCTION IN ROCKREMOVAL BLASTS AT ARNOTA (ROMANIA) LIMESTONE QUARRYNONPARAMETRIC ESTIMATION OF THE PROBABILISTIC CHARACTERISTICS OF MINING INDUCED SEISMIC SOURCES FROMTHE UPPER SILESIAN COAL BASIN, IN POLAND ATTENUATION RELATION FOR PEAK GROUND ACCELERATION ANDSPECTRAL AMPLITUDES OF GROUND MOTION CAUSED BY MININGINDUCED SEISMIC EVENTS
V. Chrisanthi, C.Papazachos, D. Vamvakaris,I. Dimitriadis, A. Karamesinis W. Debski
K. Klinge, K. Stammler, T. Dahm, F. Krueger, R. Kind, T. Plenefisch, K. Wylegalla A. Idziak, J. Hollek-Idziak, L. Rudzinski Z. Zembaty
G. Leydecker, D. Kaiser, H. Busche, T. Schmitt A. Pantea, A. Constantin, V. Marza
V. Oye, M. Roth, C. Lindholm
A. Pantea, A. Constantin, V. Marza S. Lasocki, B. Orlecka-Sikora
D. Olszewska, S. Lasocki
1625
1664
1697
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SC-G 0 Rapid Intervention Field Investigation Teams (Open Session – Posters only)
Level 2
ID n°TitlePoster n°
FIELD SURVEYS IN ITALY: THE QUEST EXPERIENCE TRACES THROUGH THE MACROSEISMIC FIELD EXPERIENCE INBULGARIAPOST- EARTHQUAKE EMERGENCY INSPECTIONS AND ASSESSMENT OF BUILDING SAFETYFITESC BLOG A GIS UTILITY FOR MANAGING MACROSEISMIC INTENSITY DATA
A. Tertulliani, Quest Team R. Glavcheva, S. Dimova, B. Ranguelov, N. Cecic S. Anagnostopoulos, M. Moretti I. Cecic R. Azzaro, S. D'Amico,T. Tuvè
88 584
1236
1658 1932
P692B P693B
P694B
P695B P696B
Author(s)
SC-G 2 Recent Macroseismic Field Surveys Level 2
ID n°TitlePoster n°
THE REVALUATION OF THE MACROSEISMIC EFFECTS OF MARCH 4,1977 MAJOR VRANCEA EARTHQUAKE.
A. Pantea, A. Constantin 1946P697B
Author(s)
SS 3 Education and Outreach for Risk Reduction Level 2
ID n°TitlePoster n°
DEVELOPMENT OF A SIMPLE SEISMOGRAPH FOR EDUCATION OFDISASTER PREVENTION EDUCATION AND INFORMATION AS TOOL FOR RISK MITIGATION:THE EXPERIENCE OF THE EOLIAN VISITORS CENTRES LEST WE FORGET. A PRELIMINARY MAP OF THE COLLECTIVEEARTHQUAKE RITUALS OF ITALYDEVELOPMENT OF A DISASTER RESPONSE EXERCISE SYSTEM
"LE VALAIS BOUGE !" (VALAIS MOVES !) A PUBLIC EXHIBITION ONEARTHQUAKES IN THE VALAIS ALPINE VALLEYEARTHQUAKES AND SCHOOL COMMUNITY - THEMATIC NETWORKEGELADOS
LET'S GO VISIT CITTA' DI CASTELLO IN 1789
EARTHQUAKE SCENARIOS FOR EDUCATIONAL SHAKE TABLE
T. Sawamatsu, K. Ichii, T. Tanaka, T. Tsuchida R. Nave, C. Piccione
V. Castelli
Y. Hada, Y. Kawata, K. Sakamoto J. D. Rouiller, C. Lacave
G. Fermeli, S.Alexandropoulou, E. Sokos,P. Foundas, N. Germenis V. Castelli, R. Camassi, E. Ercolani, L. Postpischl V. Kouskouna, D. Diagourtas, N. Galanos, K. Makropoulos
1218
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1410
1488
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1916
1969
2022
P698B
P699B
P700B
P701B
P702B
P703B
P704B
P705B
Author(s)
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5. INSTRUCTIONS FOR AUTHORS
5.1 Oral presentation
You are encouraged to make use of a PowerPointor Adobe Acrobat (PDF) presentation, overheadprojectors are available on special request([email protected] ). There will be noslide projectors available!
You are kindly asked to hand over a CD ROM orUSB key to the speakers’ room, at the latest, theday before the presentation. The CD or USB keyshould be labelled with your abstract/paper ID,your name, your institution, the day and the ses-sion of your presentation.
The supported formats are: PowerPoint Office2003 or previous versions, saved in PC format,and Adobe Acrobat.
A PC will be provided in each room. No direct lap-top connection will be available during the ses-sion.Mac users are kindly requested to test their pre-sentation on a PC before the session (computersare available in the conference centre).
Speaking Time
Please check your speaking time on the database(login to your personal account) or in the final pro-gramme. Overall time allocation is 15 minutes forordinary oral presentations and 30 minutes forinvited papers; other time allocations are possiblein the special theme sessions.
Please note that your net speaking time is 3 minu-tes less than the indicated overall time, i.e. 12minutes if 15 minutes are allocated, 3 minutesbeing reserved for the introduction and for ques-tions! Please be fair towards the other conferenceparticipants and strictly observe your speakingtime.
Speakers' Room (Room 17, level -1)
Computers are available to preview your presen-tation. They are located in the conference centre.In case of any problems or questions during theConference, please contact the conference regis-tration desk.
5.2 Poster presentation
1 - Poster Sessions
Each poster is exposed either the first or thesecond half of the week:
From Monday 4th to Wednesday 6th :
The authors are kindly asked to mount their posteron Monday morning or during lunch time. Pleaseremove your poster on Wednesday between 13:00and 15:30. After 15:30, the remaining posters willbe removed by the conference staff; no guarantycan be given in this case that you can recover yourposter.
From Thursday 7th to Friday 8th :
The authors are kindly asked to mount their posteron Thursday morning before 9:15. Please removeyour poster on Friday afternoon between 13:00and 15:30. After 15:30, the remaining posters willbe removed by the conference staff; no guarantycan be given in this case that you can recover yourposter.
The principal poster sessions take place Tuesday,Wednesday, Thursday and Friday morning, from9:15 to 10:15. Additional poster sessions are sche-duled Monday, Tuesday and Thursday eveningafter 18:15. One of the authors is kindly asked to stay byhis/her poster at least during the following morningposter session:
Mon. to Wed., level -1: On TuesdayMon. to Wed., level 2: On WednesdayThurs. to Fri., level -1: On ThursdayThurs. to Fri., level 2: On Friday
2 - Poster Size
The maximum poster size is:Height: 140 cm; Width: 90 cm
Please make your poster easy to read by ensuringthat the text and graphics on your poster are rea-dable from a certain distance. Do not use less thana16pt font for any text.
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6. GENERAL INFORMATION & SOCIAL PROGRAMME
Conference dates
Conference venue
Services at disposal
Conference organiser
Official language
Registration
3 to 8 September 2006
Centre International des Conférences de Genève (CICG)15, rue Varembé CH - 1202 Geneva, Switzerland
- Wifi - wireless internet free access in the conference centre (free of charge)- 10 internet booths in the CICG (free)- Highly secured building : the Security Management Centre constantly moni-tors the safety of our guests and of our building. Fire protection, CTV andaccess monitoring are among the technologies used for this.
SYMPORG SA7, avenue KriegCH - 1208 GenevaTel: +41 22 839 84 84 - Fax: +41 22 839 84 85email: [email protected]
English is the official language of the conference. No simultaneous translationwill be provided.
Registration fees: Prices are in Swiss Francs :
up to 8 May as from 9 May as of 1 Sept. 2006
Participants 600.- 730.- 850.-
Students 430.- 530.- 630.-(written proof by head of dpt and copy of student card)
Accompanying 310.- 410.-
The following items are included in the registration fee: for participants : scientific sessions, abstract book, CD rom with extended abstracts/full papers, ice breaker reception, coffee breaks, and a pass forpublic transportation. for accompanying persons : access to the exhibition, ice breaker reception,coffee breaks, walking guided city tour, and a pass for public transportation.Important note : meals are not included and a surcharge of CHF 20.- for theconference dinner is added.
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tape that will be provided directly at the panels.Staff will be available to assist you with the location and other on-site needs.
If you have questions, please contact Symporg atthe conference desk.
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Registration andpayment
Confirmation
Cancellation andrefunds
Lunches and confe-rence dinner
Technical exhibition
Passport and visarequirements
Access to the venue(CICG)
Badges
Conference desk
List of participants
Tourist information
Climate and clothing
A confirmation letter will be sent to participants upon receipt of their payment.
Upon receipt of the request for accommodation, together with the first nightdeposit, or indication of a valid credit card number, a confirmation letter will besent to the delegate. No confirmation can be made if these conditions are not fulfilled.
Symporg must be notified of any cancellation in writing. For cancellationsreceived prior to 3 August 2006 the registration fee and/or the hotel deposit willbe refunded less CHF 150.- for administrative charges. No refund will be madeafter 3 August 2006.
Meals are not included.For the conference dinner a contribution of CHF 20.- per person is requested.Please complete the registration form.
A commercial technical exhibition will take place at the entrance, where coffeebreaks will be served as well. For information, please contact Symporg SA.
For citizens for most of the countries, a valid passport is sufficient. However,visitors coming from certain countries may need a tourist visa. Please consultyour travel agent or the nearest Swiss consulate or Embassy. On request,Symporg SA will be pleased to send you an official letter of invitation.
From airport: the train to the railway station CornavinFrom railway station: TRAM 13 or TRAM 15 direction "Nations" stop "Nations",or bus n°5 (direction "Palexpo") and n°8 (direction "OMS"). Stop Vermont" or "UIT"Highway: follow sign Geneva - Lake, direction ONU (Place des Nations),Parking des Nations (paying car park).
Only the conference badge allows participants free access to the sessions. It also allows free access to public transportation.Costs to replace a lost badge: CHF 30.-
The conference registration desk will be open on: Sunday, 3 Sept. Monday, 4 Sept. to Friday, 8 Sept. Except Wednesday, 6 Sept.
The list of participants will be available on the conference website:www.ecees.org
Information about Geneva (sightseeing, cultural events, etc.) is available at:www.geneve-tourisme.chThursday 7 September is a bank holiday in Geneva.
The climate is usually mild in September with temperatures of around 17 to 20°Celsius ( 63 to 70° F ). However, in addition to light clothing, don't forget warmer clothes and a raincoat for rainy days and good walking shoes as wellas proper clothing if you plan excursions to the mountains.
16:00 - 19:00 08:00 - 18:00 08:00 - 17:00
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Money
Shopping
The Swiss currency is the Swiss Franc (CHF). One Swiss Franc equals about0.60 Euro. Banking hours are from Monday to Friday, 08:30 am to 16:30(Wednesdays 17:30). The banks are closed on Saturdays and Sundays butmoney can be changed (cash machine) at the airport, the Cornavin railway station and at most of the hotels.
Shops in Geneva are opened daily from 08:30 / 09:00 to 18:30 Mondays toFridays. Closing time on Saturday : 17:00. Thursday 7th is a bank holiday in Geneva.
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Social Programme for Participants and Accompanying Persons
Sunday 3 September 2006 Ice Breaker: (included) Place: Conference Center (CICG) Tuesday 5 September 2006 Visit CERN (important: valid visa needed for France)CHF 50.- person Wednesday 6 September 2006 Conference Dinner and Boat Cruise: (surcharge of CHF 20.-requested)
Thursday 7 September 2006 (bank holiday in Geneva)City tour for accompanying persons (included)
18:00 - 20:00
08:30 - 12:00
18:00 - 22:00
14:00 - 17:00
A minimum of 20 participants is required for each excursion. Symporg reserves the right to cancel excursions if there are not enough participants. In this case, you will receive the refund at the registration desk.
FIELD TRIP TO RHONE VALLEYSaturday 9 September 2006, 08:00 - 18:30 - lunch included
CHF 150.- pers.
This is a full day trip, which brings us to the canton of Valais, where seismicity in Switzerland is thehighest. The travel will be along the whole length of the Lake of Geneva and continues into the Rhonevalley. In this major valley several large dam projects are located at different side valleys including the284 m high Grande Dixence gravity dam, the world's highest concrete dam.
Stop 1: Earthquake safety aspects of Emosson arch dam
The 180 m high Emosson double-curvature arch dam wascompleted in 1974 on the border between France andSwitzerland north of Chamonix. The dam has some uniquefeatures, which required special attention during design andconstruction. The reservoir capacity is 228 million cubicmeters and is the second largest storage in Switzerland. Thewater originates from both France and Switzerland and theownership is also shared between the two countries (ATELand EDF). The dam is located in the zone of highest seismi-
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near-field events. Comprehensive forced vibration tests were carried out from 2000 - 2001 with aneccentric mass shaker to obtain the complete frequency response of the dam and reservoir for four dif-ferent water levels.
Emosson dam is located in a spectacular mountainous environment with glaciers and the access to thedam by a narrow gauge railway originating from the days of dam construction is an unforgettable experience.
Stop 2: Upgrading of police headquarters of Sion
A 9-storey building houses the police headquarters for Sion the capital of theCanton Valais. Historically, earthquakes of magnitude 6 to 6.5 have occurred inthis region with return periods of 50 to 100 years. In the case of a strong earth-quake, the police headquarters is the nerve centre for disaster management. Acomprehensive review of the seismic safety of lifeline structures in the canton hasshown that the building is seismically deficient in the longitudinal direction.However, in the transverse direction the earthquake safety was satisfactory.
Extension of the existing police headquarters building by 9 m (left side) with addi-tional internal RC structural walls.
It was decided to increase the earthquake safety of the existing building by the addition of a new partwith a length of 9 m length. In the building extension two capacity-designed, ductile RC structural wallswith an I-section were added. The walls are fixed to a raft foundation, which is supported by piles. Thestructural walls are continuous over the whole building height. At each floor the old and new parts of thebuilding are connected by post-tensioned tendons. The seismic strengthening of the building has beenincorporated ideally into the architectural concept of the existing building.
CHAMONIX-MONT-BLANCSunday 3 September 2006, 09:00 - 17:00 - lunch included
Important: valid visa needed for France
CHF 220.- pers.
Travel via cable-car to the Aiguille du Midi, a rocky peak nearly 4000meters up facing the Mont-Blanc, the highest mountain in Europe. Theview form the summit gives a breathtaking panorama of the Chamonixvalley and the high mountains of the Swiss, French and Italians Alps.
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Training Course on "Seismic Hazard and Risk Assessment" for Young Seismologists and Engineers
Following the European Conference on Earthquake Engineering and Seismology, a training course foryoung seismologists and engineers will be organised at ETH Zurich, Switzerland, from 11 to 14September 2006. The course will cover a selection of topics regarding "Seismic Hazard and RiskAssessment".
Participation to the course is supported by IASPEI (the International Association of Seismology andPhysics of the Earth’s Interior) and the Network for International Development and Cooperation(NIDECO) ETH Zurich.
7. ESC TRAINING COURSE
2. ORAL SESSIONS BY DAY
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8.1 Sponsors
We thank the following companies and organizations for their generous support and their par-ticipation in the conference.
Gold sponsors
Silver sponsors
Other sponsors
8. SPONSORS & EXHIBITORS
BABS/KGS
Coffor Services SA
Taylor & Francis Group
World Scientific Publishing
Swiss National Science Foundation – Programme SCOPES
Session SS4 is sponsored by the United Nations Educational, Scientific and Cultural Organisation
(UNESCO)
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Basler&Hofmann AGConveriumEQECTATPLANATPool suisse pour la couverture des dommages sismiquesPöyry Energy LtdRésonance Ingénieurs-Conseils SASIA
Federal Department of Foreign Affairs
Swiss Agency for Development and Cooperation (DDC/DEZA)
Swiss Re
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8.2 Exhibitor floor plan
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