IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS …paginas.fe.up.pt/~eurodyn2014/ficheiros/Program_EURODYN2014.pdf · pb 1 ix international conference on structural dynamics 30

PB

1

IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS

30 JUNE · 2 JULY PORTO · PORTUGAL

CON

FER

EN

CE P

RO

GR

AM

S DAE

23

1

3

4 2

© E

DIÇ

ÕES

LIV

RO B

RAN

CO

MAP OF PORTO PLACES

1 · FEUP

2 · CAIS DE GAIA

3 · ALFÂNDEGA DO PORTO

4 · CAVES FERREIRA1000 m 2000 m

FEUPConference venue

Monday · 30 June 08:00 to 18:00

Tuesday · 1 July 8:30 to 18:00

Wednesday · 2 July 8:30 to 18:00

R Dr Roberto Frias

4200 465 Porto

Alfandega PortoWelcome Reception

Monday · 30 June 19:30

R Nova Alfandega

4050 429 Porto

Cais de GaiaDouro River Cruise

Monday · 30 June 18:30 to 19:30

Avenida Ramos Pinto

Cais de Gaia

4400 161 Gaia

Caves FerreiraConference Dinner

Tuesday · 1 July 19:30

Avenida Ramos Pinto

Cais de Gaia

4400 161 Gaia

45

WELCOME TO PORTO/FEUP AND TO EURODYN 2014

WELCOME OF THE PRESIDENT OF EASD

On behalf of the European Association for Structural Dynamics (EASD), it is a great pleasure to welcome you to the 9th International Conference on Structural Dynamics, EURODYN 2014, in Porto. This conference follows earlier successful conferences held in Bochum (1990), Trondheim (1993), Florence (1996), Prague (1999), Munich (2002), Paris (2005), Southampton (2008) and Leuven (2011), and we are very honoured to host this important International Conference at the campus of the Faculty of Engineering of the University of Porto (FEUP).

EURODYN 2014 covers all major aspects of structural dynamics. It is devoted to theoretical, numerical and experimental developments in structural dynam-ics and their application to all types of structures and dynamic systems. Mini-symposia are organized covering a wide range of topics such as earthquake and wind engineering, dynamic soil-structure and fluid-structure interaction, vibro-acoustics, bridge dynamics, structural control, experimental techniques, dynamic testing and monitoring of monuments and historic structures, off-shore wind powerplants and onshore energy structures, random vibrations, uncertainty quantification and propagation, stochastic and non-linear dynam-ics, sensitivity and robustness, safety and reliability, system identification and structural health monitoring, inverse problems, traffic and human induced vi-brations, construction works, industrial activities, and blast loading. Both theo-retical developments and industrial applications are treated.

All these topics are addressed in 3 plenary and 12 semi-plenary keynote lec-tures, as well as in 28 mini-symposia that are organized in 10 parallel sessions. One of the mini-symposia is especially devoted to honour Professor Gerhart I. Schuëller for his life-time contributions in the area of Computational Methods

in Structural Dynamics and Stochastic Mechanics. Apart from the (semi-)ple-nary keynote lectures, 975 abstracts have been submitted, of which 830 have been accepted; 502 papers have finally been submitted and will be presented at the conference by authors from over 48 countries. Although originally an European conference, EURODYN 2014 welcomes a very strong participation from non-European countries, in particular China, USA, Brazil and Japan. The papers are contained in a pendrive, while the conference program and book of abstracts should help you plan your conference.

We would like to thank all the mini-symposia organizers, as well as the members of the International Scientific Committee and the Senior Advisory Committee for their contribution to the successful organization of this con-ference. We would also like to thank all (semi-)plenary keynote lecturers, au-thors, participants, sponsors and exhibitors for their contribution to the con-ference. A special word of thanks finally goes to all who actively collaborated in the organization of this event at FEUP and to the conference secretariat for their considerable help.

We hope you will all have a stimulating and fruitful conference and a very pleasant stay in Porto.

Álvaro Cunha, conference chairmanElsa Caetano, conference co-chairmanPedro Ribeiro, conference co-chairmanCostas Papadimitriou, conference co-chairman

Dear participants of EURODYN 2014,

Welcome to the 9th International Conference on Structural Dynamics, EURODYN 2014. We are glad that, after Bochum, Trondheim, Florence, Prague, Munich, Paris, Southampton and Leuven, this year we come together in Porto to continue a series of conferences which, since 24 years, regularly provide an exciting exchange of novel and recent developments within the field of Structural Dynamics. I am sure that this conference will again serve as an excellent platform for establishing links between research groups with related and complementary activities.

On behalf of the European Association for Structural Dynamics (EASD), I would like to express our gratitude to the chairman of this conference, Álvaro Cunha, and his co-chairmen Elsa Caetano, Pedro Ribeiro and Costas Papadimitriou, as well as the team of the Faculty of Engineering of the University of Porto, FEUP, for the professional organization and excellent work in preparing this conference. We would also like to thank all the organ-izers of the 28 mini-symposia for bringing together experts from all over the world and for reviewing the numerous contributions. The extensive technical program is very promising.

On behalf of EASD, I wish you an enjoyable EURODYN 2014 and an excellent stay in the beautiful city of Porto.

Gerhard Müller, president of EASD

S DAE

67

COMMITTEES

THEMES & TOPICS

Organizing Committee Álvaro Cunha U.Porto / FEUP Conference Chairman

Elsa Caetano U.Porto / FEUP Conference Co-Chairman

Pedro Ribeiro U.Porto / FEUP Conference Co-Chairman

Costas Papadimitriou EASD Ex.Board Conference Co-Chairman

Carlos Moutinho U.Porto / FEUP

Filipe Magalhães U.Porto / FEUP

Senior Advisory Committee Giuliano Augusti, Italy

Ladislav Fryba, Czech Republic

Harry Grundmann, Germany

Wilfried Krätzig, Germany

Torgeir Moan, Norway

European Association for Structural Dynamics Gerhard Müller, Germany President

Wilfried Krätzig, Germany Honorary President

Costas Papadimitriou, Greece Executive Vice-President

Claudio Borri, Italy

Michael Brennan, Brasil

Álvaro Cunha, Portugal

Guido De Roeck, Belgium

Christian Soize, France

International Scientific CommitteeRonaldo Battista, BrasilJim Beck, USAGuy Bonnet, FranceClaudio Borri, ItalyMike Brennan, BrasilElsa Caetano, PortugalAdriano Calvi, The NetherlandsReto Cantieni, SwitzerlandFabio Casciaiti, ItalyDidier Clouteau, FranceJoel Conte, USAAlvaro Cunha, PortugalGuido De Roeck, BelgiumAlessandro De Stefano, ItalyGeert Degrande, BelgiumDenis Duhamel, FranceMustafa Erdik, TurkeyClaus-Peter Fritzen, GermanyYozo Fujino, JapanCarmelo Gentile, ItalyRoger Ghanem, USAJose Goicolea, SpainMircea Grigoriu, USAHector Jensen, ChileMichael Kasperski, GermanyIvana Kovacic, SerbiaStein Krenk, DenmarkRobin Langley, United KingdomAsterios Liolios, GreeceGeert Lombaert, BelgiumBrian Mace, United KingdomCarlos Mazilli, BrasilLambros Katafygiotis, China

Andrei Metrikine, The Netherlands Torgeir Moan, Norway Gerhard Müller, GermanyArvid Naess, NorwayJiri Naprstek, Czech RepublicRoger Ohayon, FranceWieslaw Ostachowicz, PolandCostas Papadimitriou, GreeceManolis Papadrakakis, GreeceAleksandar Pavic, United KingdomUdo Peil, GermanyYuriy Petryna, GermanyKyriazis Pitilakis, GreeceHelmut Pradlwarter, AustriaPedro Ribeiro, PortugalDaniel Rixen, The NetherlandsWerner Rücker, GermanyPaul Sas, BelgiumStavros Savidis, GermanyMarco Savoia, ItalyKarl Schweizerhof, GermanyEmil Simiu, USAPaul Sniady, PolandChristian Soize, FranceJohn Dalsgaard Sorensen, DenmarkColin Taylor, United KingdomMarcos Valdebenito, ChileHerman Van Der Auweraer, BelgiumDirk Vandepitte, BelgiumFabrizio Vestroni, ItalyHe Xia, ChinaYou Lin Xu, ChinaYeong-Bin Yang, TaiwanWanming Zhai, China

Local Organizers Laboratory of Vibrations and Structural Monitoring (ViBest)

FEUP · Faculty of Engineering University of Porto

R. Dr. Roberto Frias 4200 465 Porto · Portugal

www.fe.up.pt www.fe.up.pt/vibest

Plenary (P) and semi-plenary (SP) keynote lectures

MONDAY, 30 June 2014P01 Model reduction for uncertainty quantification R. Ghanem, University of Southern California, USA

P02 Diagnosis performance of vibration-based structural identification and health monitoring G. De Roeck, University of Leuven, Belgium

P03 Stochastic dynamic response analysis of offshore wind turbines in a reliability perspective T. Moan, Norwegian University of Science & Technology, Norway

TUESDAY, 1 July 2014SP01 Reliability analysis of wind turbines exposed to dynamic loads J.D. Sørensen, Aalborg University , Denmark

SP02 Exploiting aeroelastic designs for improved aircraft performance J. Cooper, University of Bristol, UK

SP03 Global format for conservative time integration in nonlinear dynamics S. Krenk, Technical University of Denmark, Denmark

TUESDAY, 1 July 2014SP04 Structural health monitoring of cable-supported bridges based on vibration measurements Y.-Q. Ni, The Hong Kong Polytechnic University, Hong Kong

SP05 Direct performance-based seismic design: avant-garde and code-compatible approaches D. Vamvatsikos, National Technical University of Athens , Greece

SP06 Vibro-acoustic energy propagation in anisotropic, anelastic porous materials P. Göransson, KTH Royal Institute of Technology, Sweden

WEDNESDAY, 2 July 2014SP07 Numerical, experimental, and hybrid methods for the prediction of railway-induced ground vibration

G. Lombaert, University of Leuven, Belgium

SP08 The aeroelastic wind tunnel modeling of transmission lines and their behaviour under severe boundary layer winds A.M. Loredo-Souza, Universidade Federal do Rio Grande do Sul, Brazil

SP09 Bayesian uncertainty quantification and propagation in structural dynamics simulations C. Papadimitriou, University of Thessaly, Greece

WEDNESDAY, 2 July 2014SP10 Innovative System Identification Methods for Monitoring P. Guillaume, Vrije Universiteit Brussel, Belgium

SP11 Non-linear periodic solutions of bladed disks F. Thouverez, École Centrale de Lyon, France

SP12 Damping prediction of joints in assembled structures by zero thickness elements L. Gaul, University of Stuttgart; Germany

Mini-symposia (MS)

MS00 Professor Gerhart Schuëller Memorial Mini-SymposiumMS01 Aseismic design of stuctures and lifelinesMS02 Dynamic soil-structure interaction and wave propagationMS03 Traffic induced vibrations (road, railway, subway)MS04 Vibrations due to construction and industrial activitiesMS05 Human induced vibrationsMS06 Bridge dynamics (seismic loads, wind loads, moving loads)MS07 Wind induced vibrations of slender structures and fatigueMS08 Dynamic testing and monitoring of monuments and historic

structuresMS09 Active, semi-active and passive vibration controlMS10 Advances in computational dynamics of structuresMS11 Non-linear dynamicsMS12 Experimental techniques and smart structures (incl. non-contact

measurements)MS13 System identification and structural health monitoringMS14 Uncertainty quantification in computational structural dynamics

and coupled systemsMS15 Dynamic response of structures due to random excitationMS16 Stochastic dynamics and reliability analysis of structural and me-

chanical systems under environmental excitation

MS17 Reliability and robustness of dynamic systemsMS18 Bayesian updating, filtering and inversion for dynamic systemsMS19 Fuzzy sets and intervals - numerical methods, applicationsMS20 Fluid-structure interactionMS21 Vibro-acousticsMS22 Constitutive behavior of construction materials and dynamics of

composite structuresMS23 Micromechanical structures and dynamic behaviourMS24 Blast and accidental loadsMS25 Offshore wind power plants and structuresMS26 Onshore energy structures (wind, solar, hydraulic)MS27 Structural Dynamics (other topics)

89

PRACTICAL GUIDELINES

PRACTICAL GUIDELINES

VenueThe conference will take place at the campus of the Faculty of Engineering (FEUP) of the University of Porto.

With origins dating back to the eighteenth century, the University of Porto is currently one the most prestigious Higher Education Institutions of Europe. Close to 32,000 students, 2,400 teachers and researchers along with 1,600 ad-ministrative staff attend its 15 schools and 60 scientific research units, spread across 3 university campuses located in the city of Porto. The University of Porto is the Portuguese institution with the best scores in all the major inter-national rankings for higher education and scientific research, which ranked the University of Porto as one of the 350 best universities in the world.

Porto is the largest city of Northern Portugal. The Historic Centre of Porto, classified as World Heritage by UNESCO, is one of the most attractive en-tertainment venues for visitors, providing a rich variety of monuments and ordinary dwelling, from different periods stretching back as far as the 14th century. The city of Porto and its river, Douro, cannot be dissociated. The Douro valley, with its lovely terraces of vineyards clinging to the hillsides, is the kingdom of the famous Port Wine (www.ivdp.pt) and offers visitors spec-tacular views. Porto is the centre of a culturally and naturally rich region that gathers together history, arts and nature (sea and mountains); it is a perfect starting point for tourist excursions (of various durations and flavours).

The city of Porto is easily accessible from abroad. Several airlines offer direct service to Francisco Sá Carneiro International Airport, located about 12 Km from the City Centre.

A map of FEUP with the location of the conference rooms can be found on p. 10.

Oral presentations· All presentations at the conference are oral and

in English.· Please check the final program to confirm the

time and room of your presentation.· The time allocated for each presentation is 15

minutes, including questions and discussion. In order to keep the conference on schedule and to accommodate participants who want to move between sessions, session chairs are urged to strictly follow the time schedule. Please be con-siderate of your fellow speakers and stay within your allocated time.

· All lecture rooms are equipped with a computer.· All presenting authors are requested to be pres-

ent in the lecture room 15 minutes prior to the start of the session in order to copy their presentation file to the computer in the lecture room. Bring your presentations on a portable data device.

· Presentation files may be in .pdf or .ppt(x) for-mat. Note that it is not allowed to use own note-book computers for the presentation to keep the time between presentations minimal.

· All computers are equipped with Windows 7 and the following software: Adobe Reader X, Microsoft Office 2007, Windows Media player (supporting divx, mpeg, flash), VLC player.

· Authors whose presentation contains anima-tions, videos, or special effects are strongly en-couraged to test it before their session in the re-spective room. It is the authors’ responsibility to check in advance that their presentation works fine with the installed version of the available software.

RegistrationAll attendees of the conference are requested to check in at the registration desk of theconference secretariat.

Normal registration fee includes:· Participation in all sessions of the conference;· Free entrance to the technical exhibition;· Coffee breaks;· Lunches;· Welcome Reception and Douro river cruise;· Conference program, book of abstracts and list

of participants;· Pendrive with the conference proceedings.

Full registration fee also includes the participation in the Conference Banquet.

Name badgeParticipants are kindly asked to wear their name badge at all times in order to be able to enter the conference venue and social events.Please note that accompanying persons are not allowed to attend technical sessions.

Conference secretariatThe secretariat is located close to the FEUP Auditorium.

Opening hours:Sunday 29 June, 16:30 to 19:30Monday 30 June 2014, 8:00 to 18:00Tuesday 1 July 2014, 8:30 to 18:00Wednesday 2 July 2014, 8:30 to 18:00

Wireless networkA wireless network is available in the conference buildings. All participants receive a personal us-er-id, password, and instructions to connect to the network upon registration.

To access to the network from a computer running Windows:· Click on the network connections icon that is

available on the inferior right side of the screen.· Select the “feup.conferencias” options and press

“Connect”;· Next, open a internet browser (IE, Mozilla,

Chrome, etc.). And if a message appears on the screen, you will have to select the “Proceed to website” option;

· Select “Conferencias” option· Click on “login” and enter the supplied creden-

tials. User: eurodyn Password: euro2014feup

Computer facilitiesNear the Conference Secretariat (venue plan p. 10), some computers for e-mail and internet access are available.This room is accessible on Monday 30 June from 9:30 to 18:00, Tuesday 1 July and Wednesday 2 July from 8:00 to 18:00.

Mobile phonesAll conference participants are kindly requested to switch off the sound of their mobile phone during the presentations.

Coffee breaksCoffee breaks take place during the hours men-tioned in the conference program. Locations of the coffee break are indicated on the venue plan of FEUP on p. 10.

Lunch breaksLunches are included in the conference registra-tion fee, and they will be served at the Gymnasium of IPP, close to FEUP, as indicated on the venue plan of FEUP on p. 10.

Welcome ReceptionOn Monday 30 June 2014 at 19:30, a Welcome Reception is organized in Alfândega do Porto (Sala do Arquivo).This Reception is preceeded by a boat cruise in Douro River beginning at 18:30 at Cais de Gaia (see city map, p.2).A bus service, leaving from FEUP at 18:00, is or-ganized to take the participants to Cais de Gaia.

Conference DinnerOn Tuesday 1 July 2014 at 20:00, the Conference Dinner takes place at Caves Ferreira, in Gaia (see city map, p.2).A bus service, leaving from FEUP at 18:30, is or-ganized to take the participants to Caves Ferreira, where they have also the opportunity to visit the Port Wine Caves.

Additional useful informationElectricityThe electric power is 220V.

Opening hours banks and storesBanks are generally open from 9:00 to 15:30, su-permarkets from 8:30 to 18:30, while most other shops open their doors from 10:00 to 18:00. Most shops remain open at lunchtime, although you may find a few closed between 12:30 and 14:30. Currency exchange after banking hours is possible at the airport.

Credit cardsShops and restaurants usually accept major international credit cards such as EuroCard-MasterCard, Visa, American Express, and Diners Club, with a preference for EuroCard-MasterCard and Visa.

Taxi serviceSeveral taxi services are available in Porto:RadioTaxi 00351 22507390000351 969661666 00351 917555085 00351 935073900

Taxis Invicta00351 22 507 6400 00351 912 301 251 00351 934 772 173 00351 968 520 063

Parking in and near the FEUP Campus:It is usually very hard to get a free parking place in the vicinity of FEUP campus. Therefore, a limit-ed number of places of the FEUP private parking area is reserved for Eurodyn 2014. However, it is strongly recommended that the participants use public transports (Metro or taxi) to get to FEUP.

1011

VENUE PLAN

ROOM· B035

ROOM· B032

ROOM· B029

ROOM· B023

ROOM· B017

ROOM· B026

ROOM· B020

ROOM· B014

ROOM· B013

ROOM· B001

ROOM· B003

TECHNICAL EXHIBITION

AUDITORIUM

LUNCH AREA

1st floor

ground floor

ENTRANCE

SE

CRE

TAR

IAT

INTERNETROOM

WORKINGROOM

B003B001 B013B023 B014B026 B017B029 B020B032 B035AUDITORIUM

P01P02P03MS00SP01SP04SP07SP10

SP02SP05SP08SP11

SP03SP06SP09SP12

MS05MS06MS26MS27

MS01MS25

MS03MS04MS08MS22MS23MS27

MS06MS13

MS11MS14MS17MS19MS27

MS02MS07MS12MS24

MS18MS20MS21

MS01MS02MS09

MS10MS15MS16

SCIENTIFIC PROGRAM AT A GLANCE

8:00

9:30

10:00

10:40

11:20

12:00

14:00

17:35

18:00

REGISTRATION

Plenary Session

Plenary Session

OPENING

Plenary Session

Parallel Sessions

Welcome Drink

LUNCH BREAK

Parallel Sessions

Parallel Sessions

Conference dinner

LUNCH BREAK

Semi Plenary Sessions8:30

9:00

9:10

12:15

14:15

14:25

18:00

18:30

Parallel Sessions

Parallel Sessions

Closing

LUNCH BREAK

Semi Plenary Sessions

MONDAY · 30 JUNE 2014 TUESDAY · 1 JULY 2014 WEDNESDAY · 2 JULY 2014

8:30

9:00

9:10

12:15

14:15

Semi Plenary Sessions13:45 Semi Plenary Sessions13:45

14:25

15:40

16:0016:30

1213

MONDAY · 30 JUNE 2014 MONDAY · 30 JUNE 2014

15:45

16:00

16:05

16:20

PROGRAM OVERVIEW PROGRAM OVERVIEW

8:00 8:00

9:30 9:30

10:00 10:00

10:40 10:40

11:20 11:20

12:00 12:00

14:00 14:00

15:45

16:00

16:05

16:20

17:35 17:35

18:00 18:00

AUDITORUIM

AUDITORUIM

AUDITORUIM

REGISTRATION

Model Reduction for Uncertainty QuantificationR. Ghanem, University of Southern California, USA Chair: G. Müller

Diagnosis performance of vibration-based structural identification and health monitoringG. De Roeck, University of Leuven, Belgium Chair: C. Borri

OPENING Chair: A. Cunha

R. Moreira, Mayor of PortoS. F. Azevedo, Rector of University of Porto

A. Ferreira, Active Dean of FEUPG. Müller, President of EASD

A. Cunha, Conference Chairman

Stochastic dynamic response analysis of offshore wind turbines in a reliability perspectiveT. Moan, Norwegian University of Science & Technology, NorwayChair: C. Papadimitriou

AUDITORUIM

AUDITORIUM MS00-1Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen

ROOM B020 MS14-1Uncertainty quantification in computational structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever

ROOM B035 MS05-1Human induced vibrationsChairs: E. Caetano, L. Bruno

ROOM B014 MS15-1Dynamic response of structures due to random excitationChairs: F. Poirion, I. Zentner

ROOM B026 MS09-1Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati

ROOM B032 MS13-1System identification and structural health monitoringChairs: G. De Roeck, A. Deraemaeker

ROOM B017 MS08-1Dynamic testing and monitoring of monuments and historic structuresChairs: C. Gentile, F. Vestroni

ROOM B029 MS25-1Offshore wind power plants and structuresChairs: Y. Petryna, W. Rücker

ROOM B013 MS20-1Fluid-structure interactionChairs: A. Metrikine, M. Thorsen

ROOM B023 MS07-1Wind induced vibrations of slender structures and fatigueChairs: H.-J. Niemann, R. Höffer

AUDITORIUM MS00-2Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen

Welcome Drink Alfândega do Porto

AUDITORIUM ROOM B023ROOM B032 ROOM B020ROOM B035 ROOM B017 ROOM B014 ROOM B013ROOM B029 ROOM B026

ROOM B020 MS14-2Uncertainty quantification in computational structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever

ROOM B035 MS05-2Human induced vibrationsChairs: F. Ricciardelli, F. Venuti

ROOM B014 MS14-3_MS15-2Dynamic response of structures due to random exitationChairs: F. Poirion, I. Zentner

ROOM B026 MS09-2Active, semi-active and passive vibration controlChairs: N. Sims, C. Meinhardt

ROOM B032 MS13-2System identification and structural health monitoringChairs: P. Guillaume, J. Kulla

ROOM B017 MS27-1Structural Dynamics Chairs: S. Krenk, J. Macdonald

ROOM B029 MS25-2Offshore wind power plants and structuresChairs: Y. Petryna, C. Devriendt

ROOM B013 MS20-2Fluid-structure interactionChairs: A. Metrikine, A. Tsouvalas

ROOM B023 MS02-1Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat

COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK

COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK

LUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAK

1415


AUDITORIUM MS00-1

Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen

ROOM·B023 MS07-1

Wind induced vibrations of slender structures and fatigueChairs: H.-J. Niemann, R. Höffer

ROOM·B035 MS05-1

Human induced vibrationsChairs: E. Caetano, L. Bruno

ROOM·B017 MS08-1

Dynamic testing and monitoring of mon-uments and historic structuresChairs: C. Gentile, F. Vestroni

ROOM·B026 MS09-1

Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati

ROOM·B013 MS20-1

Fluid-structure interactionChairs: A. Metrikine, M. Thorsen

ROOM·B032 MS13-1

System identification and structural health monitoringChairs: G. De Roeck, A. Deraemaeker

ROOM·B020 MS14-1

Uncertainty quantification in computational structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever

ROOM·B029 MS25-1

Offshore wind power plants and structuresChairs: Y. Petryna, W. Rücker

ROOM·B014 MS15-1

Dynamic response of structures due to random exitationChairs: F. Poirion, I. Zentner

Gerhart Schuëller, an outstanding scientist with enthusiasm for the international scientific communityG. Müller

Vibrations of chimneys under the action of the windH.J. Niemann, F. Lupi, R. Hoeffer

Pedestrian-structure interaction in the vertical direction: coupled oscillator-force model for vibration serviceability assess-mentF. Venuti, V. Racic, A. Corbetta

Dynamic identification and modelling of Clérigos Tower: initial studiesÁ. Cunha, L. Ramos, F. Magalhães, P. Lourenço

Gust load alleviation using nonlinear feed-forward control M.G. Tehrani, A. da Ronch

Shock oscillator response by Fokker-Planck equation to analyse a loosely supported tube subjected to turbulence and flu-id-elastic forcesL. Borsoi, P. Piteau, X. Delaune, J. Antunes

Automated transmissibility based oper-ational modal analysis for continuous mon-itoring in the presence of harmonicsW. Weijtjens, G. De Sitter, C. Devriendt, P. Guillaume

On uncertainty quantification in sandwich structures with spatial random damping behaviorK. Sepahvand, S.S. Marburg

Structural health monitoring of the mono-pile foundation structure of an offshore wind turbine M. Link, M. Weiland

Dynamic response of structures due to random excitation F. Poirion, I. Zentner

The legacy of Prof. G.I. Schuëller and recent advances on uncertainty quantifica-tion and reliability analysis E. Patelli

Numerical simulation of an overhead power line section under wind excitation using wind tunnel test results and in-situ measured dataD. Stengel, M. Mehdianpour, M. Clobes, K. Thiele

Lateral stability of footbridges subjected to crowd loadingF. Ricciardelli

The dynamic behavior of the Basilica di Collemaggio before and after the 2009 L’Aquila earthquake V. Gattulli, E. Antonacci, F. Vestroni

Vibration isolation analysis of elastic bear-ing based on train-track-bridge coupled vibration modelZ. Zhang, X. Li, X. Zhang, Q. Liu

“Dry” and “wet” mode superposition approaches for the hydroelastic analysis of floating structuresE. Loukogeorgaki, C. Michailides, D. Angelides

Evaluation of different automated operation-al modal analysis techniques for the continu-ous monitoring of offshore wind turbines C. Devriendt, M. El-Kafafy, W. Weijtjens, G. De Sitter, P. Guillaume

Influence of material’s variability and dynamic moving load on the railway track responseV.A. Fernandes, S.C. d’Aguiar, F. Lopez-Caballero

Parameter identification on wind energy structures using dynamic response surfaceA. Künzel, Y. Petryna

Numerical analysis of stochastic differ-ential equations arising in dynamics of structuresP. Bernard, F. Bernardin, J. Shao

Output-only measurement-based param-eter identification of dynamic systems subjected to random load processesK. Runtemund, G. Cottone, G. Müller

Fatigue prognosis of slender chimneys con-sidering longterm wind profile statisticsH.A. Aldasoro, M. Clobes, K. Thiele

Multiscale probabilistic evaluation of the footbridge crowding. Part 1: Incoming pedestrian densityL. Bruno, A. Corbetta

Vibration-based shm of a centenary bridge: a comparative study between two different automated oma techniquesA. Cabboi, C. Gentile, A. Saisi

Inerter-based vibration suppression systems for laterally and base-excited structures I. Lazar, S. Neild, D. Wagg

Advanced aeroservoelastic modeling for horizontal axis wind turbinesC.S. Prasad, Q.-z. Chen, G. Dimitriadis, O. Brüls, F. D’Ambrosio

The use of strain and mixed strain/acceler-ation measurements for modal analysisF.L.M. Santos, B. Peeters, R.V. der Vorst , W. Desmet, L.C.S. Góes

The random dynamics of an embarked pendulum in a vibro-impact electrome-chanical systemR. Lima, R. Sampaio

Reducing blade fatigue and damping platform motions of floating wind turbines using model predictive controlR. Chaaban, C.-P. Fritzen

Experimental modal analysis of a beam travelled by a moving mass using Hilbert vibration decompositionM. Bertha, J.-C. Golinval

Bayesian model updating based on modal flexibility for Structural Health MonitoringZ. Feng, L. Katafygiotis

Prediction of the aerodynamic instability of ice-accreted bridge cables using differ-ent stability criteriaC. Demartino, F. Ricciardelli

Multiscale probabilistic evaluation of the footbridge crowding. Part 2: Crossing pedestrian positionA. Corbetta, L. Bruno

Post-earthquake dynamic monitoring of a historic masonry towerC. Gentile, A. Saisi, M. Guidobaldi

Vibration mitigation of wind turbine tow-ers by tuned liquid column dampersO. Altay, C. Butenweg, S. Klinkel, F. Taddei

Time domain simulation of cross-flow and in-line vortex-induced vibrationsM.J. Thorsen, S. Sævik, C.M. Larsen

Structural health monitoring techniques applied to operating wind turbines E. Lorenzo, S. Manzato, B. Peeters, F. Marulo

Prediction of macroscopic mechanical properties of a polycrystalline microbeam subjected to material uncertaintiesV. Lucas, L. Wu, M. Arnst, J.-C. Golinval, S. Paquay, V.-D. Nguyen, L. Noels

Assessing the small-strain soil stiffness for offshore wind turbines based on in situ seismic measurements W.G. Versteijlen, K.N. van Dalen, A.V. Metrikine, L. Hamre

Approximate formulae for estimating rare event probabilities in non Gaussian stochastic dynamicsJ. Shao, D. Clair, M. Fogli, F. Bernardin

Bayesian system identification and the Bayesian Ockham Razor J. Beck

Continuous aerodynamic monitoring of the Grande Ravine viaductF. Bastos, E. Caetano, Á. Cunha, X. Cespedes, O. Flamand

Vibration control and monitoring on the new footbridge over the Ave river in Santo Tirso, PortugalR.F. Moreira, E. Caetano, Á. Cunha

Frequency splitting in the tie-rods of the Cathedral of MilanM. Guidobaldi, M. Vasic, C. Gentile, C. Poggi

Heuristic optimization to support a decen-tralized structural control methodS. Casciati

A wind tunnel analysis of flutter vibrations of a U-beam J. Strecha, S. Kuznetsov, R. Král, S. Pospíšil, L. Spitzy, H. Steinrück

Five years of continuous dynamic monitor-ing of Infante D. Henrique bridgeF.Magalhães, Á. Cunha, E. Caetano

Safety assessment of short span high-speed railway bridges using a probabilistic approachJ.M. Rocha, A. Henriques, R. Calçada

Subspace-based detection of fatigue dam-age on a steel frame laboratory structure for offshore applicationsF. Hille, Y. Petryna, W. Rücker

A comparative study on fragility analyses in earthquake engineeringA. Radu, M. Grigoriu

First excursion probability estimation for uncertain linear systems subject to discrete white noise excitationM.Valdebenito, H. Jensen, J. Oyarzun, J. Correa

Wind-induced vibration: a serviceability studyA. Pozos-Estrada, R. Gomez-Martinez, I. Li-ma-Castillo, J.A. Escobar

The effect of modelling uncertainties on the vibration serviceability assessment of floorsK. Van Nimmen, B. Gezels, P. Van den Broeck, G. De Roeck

One-year monitoring of a historic bell tower R. Cantieni

Development of a multi-passive tuned mass damper, theory and experimentsA. Andersson, R. Karoumi, A. O’Connor

An investigation into the effects of resonances on the time delay estimate for leak detection in buried plastic water distribution pipes F. Almeida, M.J. Brennan, P.F. Joseph, S. Dray, S. Witfield, A.T. Paschoalini

Accuracy of lifetime prediction determined by fatigue monitoringD. Sanio, M.A. Ahrens, P. Mark

Numerical and experimental investigation of pa-rameter uncertainty in the working diagram and in use of a single piezoelectric stack actuator to stabilize a slender beam column against buckling S. Ondoua, R. Platz

Dynamic soil structure interaction issues of offshore wind turbinesL. Arany, S. Bhattacharya, J. Macdonald, J. Hogan

A mass law for broadband energy harvestingR. Langley

Assessment of damage indicators for struc-tural health monitoring using a probabilis-tic frameworkM. Brehm, A. Deraemaeker

Nonlinear dynamic analysis of slender reinforced concrete structures subjected to wind loading R.M. Brasil, M.A. Silva, J.M. Balthazar

Resonance phenomenon in a wind turbine system under operational conditionsW.-H. Hu, S. Thöns, S. Said, W. Rücker

Wave radiation from vibratory and impact pile driving in a layered acousto-elastic mediumA. Tsouvalas, A. Metrikine

Ambient vibration testing in the rehabilita-tion of centenary steel bridgesB.J.A. Costa, F. Magalhães, Á. Cunha

Fundamental laws of operational modal analysisS. K. Au

Simplified fatigue assessment for slender structures using adjusted damage equiva-lence factorsF.H. Kemper, M. Feldmann

Analysis of human induced vibrations of footbridgesP. Hawryszków

Dynamic investigation of the “San Pietro” bell-tower in PerugiaC. Gentile, F. Ubertini, N. Cavalagli, M. Guidobaldi, A.L. Materazzi, A. Saisi

Estimating effective damping introduced by a pendulum tuned mass damper using the extended Kalman filter A.J. Roffel, S. Narasimhan

VIV and galloping instability of a rectangu-lar cylinder with a side ratio of 1.5C. Mannini, A.M. Marra, G. Bartoli

Considering varying temperature and traf-fic load in long-term bridge health moni-toring by means of Bayesian regressionC.-W. Kim, T. Morita, S. Kitauchi, K. Sugiura

High-efficient probability density evolution analysis of large nonlinear structuresJ.B.Chen, J.Y.Yang, J. Li

Coupled dynamic simulations of offshore wind turbines using linear, weakly and fully nonlinear wave models: the limitations of the second-order wave theoryE. Marino, G. Stabile, C. Lugni, C. Borri

Efficient estimation of the high-order response statistics of a wind-excited oscil-lator with non-linear velocity feedbackV. Denoël, L. Carassale

14:00 14:00

15:00 15:00

14:30 14:30

15:30 15:30

15:45 15:45

16:00 16:00

14:15 14:15

15:15 15:15

14:45 14:45

AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013

PARALLEL SESSIONS · 14:00 · 16:00 PARALLEL SESSIONS · 14:00 · 16:00

1617




AUDITORIUM MS00-2

Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen

ROOM·B023 MS02-1

Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat

ROOM·B032 MS13-2

System identification and structural health monitoringChairs: P. Guillaume, J. Kulla

ROOM·B020 MS14-2

Uncertainty quantification in computa-tional structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever

ROOM·B035 MS05-2

Human induced vibrationsChairs: F. Ricciardelli, F. Venuti

ROOM·B017 MS27-1

Structural Dynamics (other topics)Chairs: S. Krenk, J. Macdonald

ROOM·B029 MS25-2

Offshore wind power plants and structuresChairs: Y. Petryna, C. Devriendt

ROOM·B014 MS14-3_15-2

Dynamic response of structures due to random exitationChairs: F. Poirion, I. Zentner

ROOM·B026 MS09-2

Active, semi-active and passive vibration controlChairs: N. Sims, C. Meinhardt

ROOM·B013 MS20-2

Fluid-structure interactionChairs: A. Metrikine, A. Tsouvalas

The use of an upper limit in the statistics of extreme stormsH.-J. Niemann, S. Diburg

Predictive modeling of large scale historic masonry monuments: uncertainty quantifi-cation and model validation S. Atamturktur, S. Prabhu, G. Roche

Testing the effects of walking and running on an existing timber pedestrian bridge L. Faravelli, S. Casciati, D. Bortoluzzi

Parameter estimation of a two regime stochastic differential model for a bilinear oscillator subjected to random loadsA.F. Prior, P.M. Oliveira

Adaptive control strategies for active mass driver system with physical limitationsI. Venanzi, F. Ubertini, G. Comanducci, A.L. Materazzi

Structural monitoring and damage identification on a masonry chimney by a spectral-based identification M.G. Masciotta, L. Ramos, P.B. Lourenco, M. Vasta

Transition radiation excited by a load mov-ing over the interface of two elastic layersK.N. van Dalen, A.V. Metrikine, A. Tsouvalas

Online Bayesian spike removal algorithms for structural health monitoring of vehicle componentsB. Cornelis, B. Peeters

Reliability of high-speed railway bridges with respect to uncertain characteristicsP. Salcher, H. Pradlwarter, C. Adam

Proposal and calibration of a human-struc-ture interaction biomechanical model by the resolu-tion of the inverse dynamic problemJ.F.J. Alonso, A.S. Perez, E. Caetano, Á. Cunha

Train-induced aerodynamic pressure and its effect on noise protection wallsP. Ampunant, F. Kemper, I. Mangerig, M. Feldmann

Seismic response of wind turbines due to earthquake and wind loadingR.A. Kjørlaug, A.M. Kaynia, A.W.M. Elgamal

The stochastic response of a linear system through equivalent deterministic forcesS. De Rosa, F. Franco, E. Ciappi

Performance evaluation of linear active mass damper for bridges through wind tunnel testY.B. Shin, S.-H. Sin, Y.-M. Kim, J.-S. Hwang

Seismic isolation of cylindrical liquid storage tanksJ. Rosin, C. Butenweg

Stochastic multi-scale modelling of composite materials based on experimental dataA. Vanaerschot, S. Lomov, D. Moens, D. Vandepitte

Effect of three-dimensional configuration of a foundation-soil system on the surface and body wave propagationS. Nakai, H. Nakagawa

Statistical analysis of the damage detection performance under environmental or operational influencesJ. Kullaa

Railroad vehicle modelling in probabilistic vibration analysis of a railway bridge with randomly fluctuating track ballast stiffness D. Bryja, I. Gisterek, R. Hołubowski

Comparison of current models for exci-tation of footbridges due to walking pedes-trians and vandalism with experimentV. Šána, M. Polák, T. Plachý, E. Fanfulová

Dynamic implications for higher speed in sharp curves of an existing Norwegian overhead contact line system for electric railwaysA. Rønnquist, P. Nåvik

Added damping of a wind turbine rotor: two-dimensional discretization expressing the nonlinear wind-force dependencyP.V. der Male, K. van Dalen, A. Metrikine

Non parametric fragility curves for bridges using recorded ground motionsC.V. Mai, B. Sudret, K. Mackie, B. Stojadinovic, K. Konakli

Active control and stability analysis of flex-ible structures using nonlinear proof-mass actuators L. Wilmshurst, M. Ghandchi-Tehrani, S. Elliott

Influence of structural nonlinearities in stall-induced aeroelastic response of pitching airfoilsF.D. Marques, D.A. Pereira, R.M.G. Vasconcellos

Vibration control of structures through structure-soil-structure interactionP. Cacciola, A. Tombari

Modal analysis of the Jalon viaduct using FE updatingC. Xia, G. De Roeck

Modeling and propagation of stochastic linear viscoelastic material properties of asphalt mixtures in pavement structuresL. Mehrez, M. Darabi, R. Ghanem, E. Masad

Determination of pedestrian loads in the presence of multi-modal lateral bridge vibrationsM. Bocian, J. Macdonald, J. Burn

Dynamic behaviour of an existing railway catenary system for extreme low passage at exceeding design velocitiesP. Nåvik, A. Rønnquist

Structural vibration monitoring of wind turbinesA. Mostböck, Y. Petryna

A fast Newton-Raphson method in sto-chastic linearizationT. Canor, N. Blaise, V. Denoel

Analysis of the behaviour of a tuned mass damper installed in a stress-ribbon footbridgeC. Moutinho, Á. Cunha, W.-H. Hu, E. Caetano

Characterization of grazing bifurcation in airfoils with control surface freeplay nonlinearityR.G. Vasconcellos, A. Abdelkefi, F.D. Marques, M.R. Hajj

A spatial windowing technique to account for finite dimensions in 2.5D elastodynam-ic transmission and radiation problemsP. Coulier, A. Dijckmans, S. François, G. Degrande, G. Lombaert

Some conclusions from the measurements of temperatures and their gradients on eigenfrequencies of bridgesJ. Mahowald, S. Maas, V.H. Nguyen, D. Waldmann, A. Zürbes

Uncertainty quantification in analytical and finite element beam models using experimental data P. Langer, K. Sepahvand, S. Marburg

Using infrared motion-tracking markers to model lateral ground forcesT. Blakeborough, M. Williams, D. Claff

Dynamic response characteristics of the tall noise barrier on railway structures during passage of trains and its design methodM. Tokunaga, M. Sogabe, T. Watanabe, T. Santo, S. Tamai

Soil structure interaction in offshore wind turbine collisionsL. Giuliani, V. Zania, A. Samsonovs

Uncertainty inference for inexact coupled numerical models in partitioned analysisG. Stevens, S. Atamturktur

Enhancement of the chong qui bridge project girder sections to reduce vortex shedding induced oscillations by applying passive tuned mass damper systemsC. Meinhardt, X. Yin, Y. Luo, X. Gao

A simplified procedure for modeling gusty wind effects on overhead transmission lines using CFD G. McClure, H. Keyhan, W.G. Habashi

Modeling seismic surface waves through time-frequency analysis and group delay spectrumK. Meza-Fajardo, A. Papageorgiou, F. Bonilla, J.-F. Semblat

Use of l1 minimization to detect localized damage in structures using incomplete modal information E.M. Hernandez

Computation of probabilistic crack analysisM. Paffrath, U.Wever

Static and dynamic performance of a steel-concrete composite bridge M.R.M. Lasheen, S. Zivanovic, E. Salem, H.V. Dang

A rotating ring in contact with a stationary load as a model for a flexible train wheelT. Lu, A. Metrikine

Use and assessment of preliminary FE model results within testing process of offshore wind turbine supporting structureM. Kahsin, M. Łuczak, B. Peeters

A probabilistic approach to robust control of beam structures subjected to a random stream of moving massesD. Stancioiu, H. Ouyang

Minimising the sloshing impact in mem-brane LNG tank using a baffleW. Wang, Y. Xiong

16:05 16:05

17:05 17:05

16:35 16:35

17:35 17:35

16:20 16:20

17:20 17:20

16:50 16:50

1819

TUESDAY · 1 JULY 2014 TUESDAY · 1 JULY 2014PROGRAM OVERVIEW PROGRAM OVERVIEW

ROOM B001 Exploiting aeroelastic designs for improved aircraft performanceJ. Cooper, University of Bristol, UK Chair: M. Brennan

ROOM B003 SP03Global format for conservative time integration in nonlinear dynamicsS. Krenk, Technical University of Denmark, Denmark Chair: J. Naprstek

ROOM B001 Direct performance-based seismic design: avant-garde and code-compatible approachesD. Vamvatsikos, National Technical University of Athens , Greece Chair: M. Papadrakakis

ROOM B003 SP06Vibro-acoustic energy propagation in anisotropic, anelastic porous materials P. Göransson, KTH Royal Institute of Technology, Sweden Chair: D. Duhamel

AUDITORIUM MS13-5System identification and structural health monitoringChairs: Y.-Q. Ni, W.-H. Hu

ROOM B023 MS24-1Blast and accidental loadsChairs: J. Weerheijm, F. Stangenberg

ROOM B035 MS05-3Human induced vibrationsChairs: M. Kasperski, P. Van den Broeck

ROOM B017 MS03-3Traffic induced vibrations (road, railway, subway)Chairs: X. Bian, G. Müller

ROOM B026 MS09-5Active, semi-active and passive vibration controlChairs: S. Narasimhan, U. Starossek

ROOM B013 MS21-2Vibro-acousticsChairs: D. Duhamel, M. Brennan

AUDITORIUM MS13-3System identification and structural health monitoringChairs: F. Vestroni, F. Benedettini

ROOM B023 MS02-2Dynamic soil-structure interaction and wave propagationChairs: A. Metrikine, J. Grabe

ROOM B035 MS26-1Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri, J.D. Sorensen

ROOM B017 MS03-1Traffic induced vibrations (road, railway, subway)Chairs: G. Degrande, H. Hunt

ROOM B026 MS09-3Active, semi-active and passive vibration controlChairs: N. Sims, N. Roitman

ROOM B013 MS20-3Fluid-structure interactionChairs: M.Thorsen, J. Macdonald

ROOM B032 MS06-3Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: F. Vestroni, M. Sogabe

ROOM B020 MS11-3Non-linear dynamicsChairs: S. Pospisil, A. Cunha Jr.

ROOM B029 MS01-3Aseismic design of stuctures and lifelinesChairs: C.S. Oliveira, A. Taflanidis

ROOM B014 MS10-3Advances in computational dynamics of structuresChairs: J. Warminski, G. Puel

ROOM B032 MS06-1Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: G. De Roeck, J. Lin

ROOM B020 MS11-1Non-linear dynamicsChairs: I. Kovacic, M. Brennan

ROOM B029 MS01-1Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M.G. Mulas

ROOM B014 MS10-1Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro

AUDITORIUM MS13-6System identification and structural health monitoringChairs: A. Cury, M. Ciudad-Real

ROOM B023 MS24-2Blast and accidental loadsChairs: J. Weerheijm, G. Degrande

ROOM B035 MS05-4Human induced vibrationsChairs: E. Caetano, L. Bruno

ROOM B017 MS22-1Constitutive behavior of construction materials and dynamics of composite structuresChairs: C. Butenweg, S. Lenci

ROOM B026 MS09-6Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati

ROOM B013 MS21-3Vibro-acousticsChairs: G. Müller, S. Marburg

AUDITORIUM MS13-4System identification and structural health monitoringChairs: R. Cantieni, J. Rodrigues

ROOM B023 MS02-3Dynamic soil-structure interaction and wave propagationChairs: N. Chouw, D. Karabalis

ROOM B035 MS26-2Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri. A. Loredo-Souza

ROOM B017 MS03-2Traffic induced vibrations (road, railway, subway)Chairs: G. Lombaert, W. Rücker

ROOM B026 MS09-4Active, semi-active and passive vibration controlChairs: S. Narasimhan, V. Gattulli

ROOM B013 MS21-1Vibro-acousticsChairs: G. Müller, G. Tanner

Conference dinner Caves Ferreira (Gaia)


ROOM B032 MS06-4Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: : F. Benedettini, X. Li

ROOM B020 MS11-4Non-linear dynamicsChairs: J. Naprstek, P. Avitabile

ROOM B029 MS01-4Aseismic design of stuctures and lifelinesChairs: J. Conte, A. Furukawa

ROOM B014 MS10-4Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro

ROOM B032 MS06-2Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: M. Kawatani, M. Cuadrado

ROOM B020 MS11-2Non-linear dynamicsChairs: J. Naprstek, S. Lenci

ROOM B029 MS01-2Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M. Ciudad-Real

ROOM B014 MS10-2Advances in computational dynamics of structuresChairs: E. Manoach, J. Antunes

COFFEE BREAK COFFEE BREAK





COFFEE BREAK COFFEE BREAK COFFEE BREAK




COFFEE BREAK

AUDITORIUM SP01Reliability analysis of wind turbines exposed to dynamic loadsJ.D. Sørensen, Aalborg University , Denmark Chair: Y. Petryna

SP02

AUDITORIUM SP04Structural health monitoring of cable-supported bridges based on vibration measurements Y.-Q. Ni, The Hong Kong Polytechnic University, Hong Kong Chair: A. Cunha

SP05

8:30

9:00

9:10

12:15

14:15

13:45

14:25

15:55

16:10

16:15

16:30

18:00

18:30

10:25

10:40

10:45

11:00

8:30

9:00

9:10

12:15

14:15

13:45

14:25

15:55

16:10

16:15

16:30

18:00

18:30

10:25

10:40

10:45

11:00

2021

TUESDAY · 1 JULY 2014 TUESDAY · 1 JULY 2014



AUDITORIUM MS13-3

System identification and structural health monitoringChairs: F. Vestroni, F. Benedettini

ROOM·B023 MS02-2

Dynamic soil-structure interaction and wave propagationChairs: A. Metrikine, J. Grabe

ROOM·B032 MS06-1

Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: G. De Roeck, J. Lin

ROOM·B020 MS11-1

Non-linear dynamicsChairs: I. Kovacic, M. Brennan

ROOM·B035 MS26-1

Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri, J.D. Sorensen

ROOM·B017 MS03-1

Traffic induced vibrations (road, railway, subway)Chairs: G. Degrande, H. Hunt

ROOM·B029 MS01-1

Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M.G. Mulas

ROOM·B014 MS10-1

Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro

ROOM·B026 MS09-3

Active, semi-active and passive vibration controlChairs: N. Sims, N. Roitman

ROOM·B013 MS20-3

Fluid-structure interactionChairs: M.Thorsen, J. Macdonald

System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake tableR. Astroza, J.P. Conte, J.I. Restrepo, H. Hebrahimian, T.C. Hutchinson

Implementation of the finite element method in the Fourier-transformed do-main and coupling with analytical solutionsM. Dengler, M. Hackenberg, G. Müller

Spectra characteristics of vibration and bridge-borne noise of a railway concrete viaduct X.Z. Li, L.Z. Song, X. Zhang, D.X. Wang, J.Q. Zhang, B. Su

Limit cycle stability of two degree of freedom system under deterministic and random perturbationJ. Naprstek, C. Fischer

Aerodynamic phenomena and wind-in-duced effects in the design of ultra-high towersF. Lupi, C. Borri, H.-J. Niemann

Mitigation of railway induced vibrations by using heavy masses next to the trackM.G.R. Toward, J. Jiang, A. Dijckmans, P. Coulier, D.J. Thompson, G. Degrande, G. Lombaert, M.F.M. Hussein

Shaking table tests on unreinforced load-bearing masonry framesC. Mordant, M. Dietz, C. Taylor, H. Degée

Seismic analysis of dry stone masonry structures based on combined finite-dis-crete element method Ž. Nikolić, H. Smoljanović, N. Živaljić

Observer based adaptive tuned mass damper with a controllable MR damper M.A. Eroglu, N. Sims

A simplified procedure to assess the dy-namic pressures on large reservoirs L. Buldgen, H. Degée, H. Le Sourne, P. Rigo

Identification and uncertainty quanti-fication of the dynamic properties of a mid-rise building under ambient wind excitationE. Reynders, K. Maes, M. Jansen, G. Lombaert, G. De Roeck

Amplification and reduction phenomena of soil-building interaction by finite-ele-ment boundary-element calculations and simplified methodsL. Auersch

Test and evaluation of high frequency vibration of a U-shaped girder under moving trains Q. Li, D.-J. Wu

Investigation of stochastic resonance effects in problems of wind induced vibration S. Pospisil, J. Naprstek

Combined accelerometers-strain gauges operational modal analysis and application to wind turbine data S. Manzato, F. Santos, B. Peeters, B. LeBlanc, J. White

Changes in railway unevenness after the installation of in-track vibration counter-measuresR. Verachtert, M. Hussein, H. Hunt, G. Degrande

Seismic analysis of masonry buildings: equivalent frame approach with fiber beam elementsV. Sepe, E. Spacone, E. Raka, G. Camata

Tire/ road dynamic contact; study of differ-ent approaches to modelling of a tire L. Pahlevani, D. Duhamel, H. Yin, G. Cumunel

Combining vibration control and energy harvesting A. Gonzalez-Buelga, S.A. Neild, D.J. Inman

Cable oscillations in a streamflow: art in the TiberA. Carcaterra, G. Graziani G. Pepe, N. Roveri

Blind modal identification of a pedestrian bridge under narrowband disturbances A. Sadhu, S. Narasimhan, A. Goldack

BEM for seismic wave propagation in inho-mogeneous in depth half-plane I.-K. Fontara, S. Parvanova, F. Wuttke, T. Rangelov, P. Dineva

Super-fast nonlinear time-history analysis of bridge frame structuresR.K. Dowell

Effect of motor dynamics in nonideal vibrationsJ.G. Carbajal, J.D. Abascal

Implementation of a dynamic monitoring system on a wind turbineG. Oliveira, F. Magalhães, Á. Cunha, E. Caetano

Tunnel-soil-pile interaction in the pre-diction of vibration from underground railways: validation of the sub-models W. Hamad, M. Hussein, H. Hunt, J. Talbot

The assessment of an existing RC framed structure: a case study on a collapsed building M.G. Mulas, R. Pantalena, C. Smerzini, D. Coronelli

Modes of vibration of unsymmetric multi-layered composite plates with curvilinear fibresS. Yazdani, P. Ribeiro

Multibody dynamic modelling and simula-tion of a three-wheeled electric carJ. Ferreira, M.A. Neto, J.P. Nobre, A. Amaro, L.M. Roseiro

Influence of the boundary layer on flutter of elastic plate in supersonic gas flowV. Vedeneev, V. Bondarev

Dynamical testing and FE model tuning of a two-arch cable-stayed bridge R. Alaggio, F. Benedettini, M. Dilena, A. Morassi

The completeness of the set of modes for various waveguides and its significance for the near-field interaction with vibrating structures A. Tsouvalas, H. Hendrikse, A. Metrikine

Dynamic analysis of bridges due to earth-quakes, winds and moving vehicles using pseudo-excitation methodJ. Lin, Y. Zhang, Y. Zhao

A virtual experiment for the detection of specific features in the frequency response of a coupled nonlinear and linear oscillator G. Gatti, S. Marchesiello, M.J. Brennan

The influence of turbulence on the ae-ro-elastic instability of wind turbinesZ. Zhang, S.R.K. Nielsen

A comparison between different approach-es for calculating Power Spectral Densities of ground-borne vibration from railway trains E. Ntotsios, M. Hussein, D. Thompson

Influence of bond-slip effect and shear deficient column in the seismic assessment of older infilled frame R/C structuresA.F. Mohammad, M. Faggella, R. Gigliotti, E. Spacone

Efficient vibration fatigue simulations using a multiple-scale periodic homogenization methodG. Puel, D. Aubry

Experimental study on the effectiveness of polymer dampers in reduction of structural vibrationsN. Lasowicz, A. Kwiecien, B. Zajac, R. Jankowski

Numerical simulation of nonlinear panel aeroelastic instability A. Shishaeva, V. Vedeneev, K. Kuznetsov, A. Aksenov

Crack detection by nonlinear harmonic identification in beam structures O. Giannini, P. Casni, F. Vestroni

Dynamic SSI analysis by a combined FE and Greens function method J. Park, K. Norén-Cosgriff, C. Madshus, T. I. Bjørnarå

Dynamic analysis of cable-stayed bridges under moving stochastic loads Y. Zhao, Y.H. Zhang, J. H. Lin

An analytical method for the optimisation of weakly nonlinear systemsT.L. Hill, A. Cammarano, S.A. Neild, D.J. Wagg

Modeling the dynamic behavior of dam-reservoir-foundation systems consid-ering generalized damping. Development of a 3DFEM state formulationS. Oliveira, M. Espada, A. Silvestre, R. Câmara

Mitigation of railway induced vibrations by using subgrade stiffening and wave impeding blocksM. Toward, J. Jiang, A. Dijckmans, P. Coulier, D. Thompson, G. Lombaert

Use of rubber for improving the per-formance of domestic buildings against seismic liquefactionG. Nikitas, S. Bhattacharya, M. Hyodo, A. Konja, S. Mitoulis

Reduced-order models for the analysis of non-linear vibrations of variable stiffness composite laminated platesH. Akhavan, P. Ribeiro

Dynamics of power high-stroke flexten-sional PZT actuator with optimized shell. Numerical and experimental studyS. Shevtsov, V. Kalinchuk, I. Zhilyaev, M. Flek, V. Akopyan, I. Samochenko

The Reynolds number effect from sub-critical to high transcritical on the steady and unsteady loading on a rough circular cylinderN. van Hinsberg , J.-M. Lückhof , J. Nuhn

Identification of systems containing geometric nonlinearitiesJ.M.L. Monsalve, J.E. Cooper

Nonlinear structural dynamics for assess-ing aircraft impact at nuclear power plantsR.J. James, J. Wiesner

Seismic analysis of gravity dams: a comparative study using a progressive methodologyE. Bretas, A. Batista, J. Lemos, P. Léger

Vibration response from a pedestrian with arbitrary ground reaction force spectrumC. Caprani

Numerical and experimental studies of a building with elastomeric and roller seis-mic isolation bearingN. Ortiz-Cano, C. Magluta, N. Roitman

Optimized vortex generators in the flow separation control around a NACA 0015 profile H. Tebbiche, M.S. Boutoudj

9:10 9:10

10:10 10:10

9:40 9:40

10:40 10:40

9:25 9:25

10:25 10:25

9:55 9:55

2223




AUDITORIUM MS13-4

System identification and structural health monitoringChairs: R. Cantieni, J. Rodrigues

ROOM·B023 MS02-3

Dynamic soil-structure interaction and wave propagationChairs: N. Chouw, D. Karabalis

ROOM·B032 MS06-2

Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: M. Kawatani, M. Cuadrado

ROOM·B020 MS11-2

Non-linear dynamicsChairs: J. Naprstek, S. Lenci

ROOM·B035 MS26-2

Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri. A. Loredo-Souza

ROOM·B017 MS03-2

Traffic induced vibrations (road, railway, subway)Chairs: G. Lombaert, W. Rücker

ROOM·B029 MS01-2

Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M. Ciudad-Real

ROOM·B014 MS10-2

Advances in computational dynamics of structuresChairs: E. Manoach, J. Antunes

ROOM·B026 MS09-4

Active, semi-active and passive vibration controlChairs: S. Narasimhan, V. Gattulli

ROOM·B013 MS21-1

Vibro-acousticsChairs: G. Müller, G. Tanner

Earthquake response of wind turbine with non-linear soil-structure interactionE. Hovind, A. M. Kaynia

Dynamic response analysis of wind-train-bridge system with wind barriersT. Zhang, W.W. Guo, H. Xia, Q.P. Hou, Y. Tian

A general 2.5D BEM-FEM model for the prediction of vibration and noise caused by surface and underground railway trafficA. Romero, A. Tadeu, P. Galvín, J. António

Real-time continuous response spectra exceedance calculationsD. Skolnik, M. Ciudad-Real, M. Franke, D. Harvey, K. Lindquist

Ambient vibration testing, system identifi-cation and model updating of a multi-ple-span elevated bridge X. Chen, P. Omenzetter, S. Beskhyroun

Numerical simulation of wave propagation in fully saturated soil modeled as a two-phase mediumG. Jürgen, H. Thorben, C. Alexander

Dynamic interaction between vehicles and bridge expansion joints I. Mangerig, R. Friedl

Simulation of vibration of the human vocal foldT. Vampola, J. Horáček

Dynamic analysis due to cable rupture of a transmission line tower for large river crossing in Brazil considering the soil-struc-ture interactionJ. Kaminski Jr., L.F.F. Miguel, J.D. Riera, R.C.R. Menezes, L.F.F. Miguel

Assessment and optimisation of bridge transition zones on the basis of a numer-ical model for train-track-bridge interactionJ. Bronsert, M. Baeßler, P. Cuéllar, W. Rücker

Evaluation and repair of precast RC bridge column connections utilizing grouted splice sleeves M.J. Ameli, J.E. Parks, D.N. Brown, C.P. Pantelides, L..D. Reaveley

Noniterative integration methods with desired numerical dissipationS.-Y. Chang, C.-L. Huang

Continuous state feedback control for twin rotor damper U. Starossek, R. Bäumer, J. Scheller

Brake-squeal simulation: an efficient ap-proach to define countermeasures B. Allert, G. Müller

Development of data base driven decision support systems for structural perfor-mance assessment of bridges R. Veit-Egerer, M. Widmann, H. Wenzel, J. Schindler, K. Kuntner, L. Mold

Dynamic soil-structure interaction analysis and induced wave field contamination using centrifuge testJ. Chandra, P. Guéguen

Seismic performance of straddle-type monorail pre-stressed concrete bridges considering interaction with train under moderate earthquakesC.-W. Kim, K. Ono, M. Kawatani, T. Enmei

A MEMS device electrically actuated: glob-al dynamics and dynamical integrityL. Ruzziconi, S. Lenci, G. Cocchi, M.I. Younis

Dynamic response of guyed tower in transmission lines submitted to broken conductors J.L. Bentes, R.C.R. Menezes, J.D. Riera

The dynamic behavior of railway tracks with under sleeper pads, finite-element boundary-element model calculations, laboratory tests and field measurementsL. Auersch, S. Said, E. Knothe, W. Rücker

A numerical procedure for calibrating damage indicesC. Mitropoulou, N. Lagaros, M. Papadrakakis

Efficient reduced order nonlinear response with expansion for full field resultsP. Avitabile, J. Harvie, S. Obando

Twin rotor damper applied to the damping of non-harmonic vibrationsR. Bäumer, S. Wollnack, J. Scheller, U. Starossek, H. Werner

Discrete flow mapping - a mesh based simulation tool for high-frequency vibro-acoustics of complex engineering structuresG. Tanner, D.J. Chappell, D. Löchel, N. Søndergaard

Polynomial chaos expansion models for SHM under environmental variabilityM. Spiridonakos, E. Chatzi

Centrifuge modelling of inclined pile foun-dation under seismic actionsZ. Li, S. Escoffier, P. Kotronis

Maximum total load effects in Vehi-cle-Bridge dynamic interaction problems for simply supported structuresD. Cantero, R. Karoumi, E. OBrien

Non-parametric identification of a non-lin-ear buckled beam using discrete-time Volterra SeriesC. Hansen, S.B. Shiki, V. Lopes Jr, S. da Silva

An integrated ice-shedding model of elec-tric transmission lines with consideration of ice adhesive/cohesive failureG. McClure, K. Ji, X. Rui

Model testing on dynamic behaviors of the slab track of high-speed railway C. Cheng, X. Bian, H. Jiang, J. Jiang

Numerical analysis and full-scale tests of concrete underground ductbanks for assessment of their seismic vulnerabilityS. Takhirov, K. Mosalam, N. Peralta, E. Fujisaki

Comparison of updating strategies to im-prove finite element models of multi-axis machine toolsJ. Hernandez-Vazquez, I. Garitaonandia, M.H. Fernandes, J. Albizuri, J. Muñoa

Semi-active control of base-isolated struc-tures using a non-linear feedback strategyF. Oliveira, P. Morais, A. Suleman

Toward a new numerical method for high frequency vibration problem based on Trefftz approach L. Kovalevsky

Response estimation in structural dynamicsK. Maes, G. De Roeck, G. Lombaert

Impedance matrix for four adjacent rigid surface foundationsM. R. Radisic, G. Müller, M. Petronijevic

Field tests of a curve in an elevated urban railroadD. Murià-Vila, A.R.S. Ramírez, C.H. Carpizo, G.A. Ramos, Y.L. Casillas, J.C. Pérez

Wave reflection at the end of a waveguide supported by a nonlinear spring B. Tang, M. Brennan, E. Manconi, V. Lopes Jr

Prediction model for train induced vibra-tion and structural noise in buildingsH. Gjelstrup, J. Andersen, A Larsen, J. Sandreid

Seismic assessment of historical masonry construction including uncertaintyY. Petromichelakis, S. Saloustros, L. Pelà

Mixed formulations for an inelastic beam element based on hysteretic constitutive relationsI. Gkimousis, V. Koumousis

Semi-active H-infinity control for reducing responses of high-speed railway bridges retrofitted by tuned mass damper system with magnetorheological damperM. Luu, V. Zabel, C. Könke

Modelling the shock induced failure of printed circuit boardsA. Cicirello, R. Langley

ViBest SHM: an Information System and Data Repository for Structural Health MonitoringF.P. da Costa, A. Cunha, G. David

A 3D time domain SSI method based on half-space Green’s functions considering internal soil attenuationA. Romero, P. Galvín

Nonlinear oscillations of suspended bridg-es and footbridges: a regularization tech-nique for non-smooth hangers behaviorM. Diaferio, V. Sepe

An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildingsG. Piccardo, F. Tubino, A. Luongo

Characterization of train-track interactions based on axle box acceleration mea-surements for normal track and turnout passagesA. Zemp, R. Müller, M. Haffner

Effects of near-fault ground motions on the seismic response of concrete gravity damsJ. Huang

Efficient simulation method for nonlinear structures: methodology and stability considerationV. Yaghoubi, M.K. Vakilzadeh, T. Abrahasson

An innovative approach to model dissipa-tion mechanism in coupled shear wallsA. Capsoni, H.M. Faridani

On uncertainty quantification in vi-bro-acoustic problems K. Sepahvand, S. Marburg

10:45 10:45

11:45 11:45

11:15 11:15

12:15 12:15

11:00 11:00

12:00 12:00

11:30 11:30

2425




14:25 14:25

15:25 15:25

14:55 14:55

15:55 15:55

14:40 14:40

15:40 15:40

15:10 15:10

16:10 16:10

AUDITORIUM MS13-5

System identification and structural health monitoringChairs: Y.-Q. Ni, W.-H. Hu

ROOM·B023 MS24-1

Blast and accidental loadsChairs: J. Weerheijm, F. Stangenberg

ROOM·B032 MS06-3

Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: F. Vestroni, M. Sogabe

ROOM·B020 MS11-3

Non-linear dynamicsChairs: S. Pospisil, A. Cunha Jr.

ROOM·B035 MS05-3

Human induced vibrationsChairs: M. Kasperski, P. Van den Broeck

ROOM·B017 MS03-3

Traffic induced vibrations (road, railway, subway)Chairs: X. Bian, G. Müller

ROOM·B029 MS01-3

Aseismic design of stuctures and lifelinesChairs: C.S. Oliveira, A. Taflanidis

ROOM·B014 MS10-3

Advances in computational dynamics of structuresChairs: J. Warminski, G. Puel

ROOM·B026 MS09-5

Active, semi-active and passive vibration controlChairs: S. Narasimhan, U. Starossek

ROOM·B013 MS21-2

Vibro-acousticsChairs: D. Duhamel, M. Brennan

Finite element model validation, updating and uncertainty quantification for a nonlin-ear gear transmission systemD. Giagopoulos, C. Papadimitriou, S. Natsiavas

Simplified approach for analysing building structures subjected to sudden column removal scenariosB. Herraiz, T. Vogel

Structure-borne noise study of composite steel bridge on high–speed railway Q. Liu, X. Li, X. Zhang, Z. Zhang

3D interaction in bladed rotor-to-stator contactM.-O. Parent, F. Thouverez, F. Chevillot

Influence of seated spectators on the transverse modal properties of temporary grandstandsT.J.C. Oliveira, V.L. Brito, R.L. Pimentel

Railway vibration: predicting the field performances of mitigation measures in buildingsM. Villot, P. Jean

Accounting for ductility and overstrength in seismic design of reinforced concrete structuresT. Branci, S. Bourada

Geometrically non-linear axisymmetric free vibrations of thin isotropic annular platesB. Lhoucine, K. El Bikri, R. Benamar

Control of seismic vibrations of a 3D asymmetrical 3-story building model with three TMD’sJ.-P. Pinelli, K. Chen, H. Gutierrez, R. Rusovici

Modelling the sound transmission across junctions of building components by ener-gy influence coefficients C. Winter, M. Buchschmid, S. Mecking, C. Weineisen, G. Müller, U. Schanda

Experimental automated localization of small damages of a steel beam using local modal filtersG. Tondreau, A. Deraemaeker

Elastoplastic half-space impact analysis using a novel contact model that accounts for post-yield effectsA. Big-Alabo, P. Harrison, M. Cartmell

Experimental research and parameter analysis on the dynamic factor of railway steel-concrete composite beamsY.-S. Li, S. Li, Y.-L. Zhang, J.-Q. Wang

Influence of physical parameter and geometrical imperfection uncertainties on the nonlinear vibrations of axially excited cylindrical shellsA.F. Brazão, F.M.A. Silva, Z.J.G.N. Prado, P.B. Gonçalves

Stochastic approach in the human-induced vibration serviceability assessment of grandstandsO. Rokos, J. Maca

Finite element dynamic analysis of beams on non-uniform nonlinear viscoelastic foundations under moving loadsP.C. Jorge, F.M.F. Simões, A. Pinto da Costa

Influence of the soil flexibility on seismic damage level of R/C buildings subjected to multicomponent earthquake excitation with different orientation schemes K. Morfidis, K. Kostinakis, T. Salonikios

Reduction Method for real-time simula-tions in hybrid testing S. Andersen, P.N. Poulsen

Sensitivity analysis of dynamic character-istics of frame with dampers described by fractional derivativesM. Łasecka-Plura, R. Lewandowski

Vibration damping of honeycomb sand-wich panels induced by micro-perforations M. Regniez, A. Pelat, C. Pézerat, F. Gautier

Ambient and forced vibration testing of an eleven-span motorway off-ramp bridgeG.-W. Chen, P. Omenzetter, S. Beskhyroun

On the weak storey behaviour of concen-trically braced steel frames D.B. Merczel, H. Somja, J.-M. Aribert, M. Hjiaj, J. Lógó

Performance verification for railway extradosed bridges by dynamic interaction analysisM. Sogabe, T. Watanabe, K. Goto, M. Tokunaga, M. Kanamori, S. Tamai

Comparisons of measurements and numerical simulations of a nonlinear beam subjected to a multi-harmonic non-ideal input signalM. Claeys, J-J. Sinou, J-P. Lambelin, B. Alcoverro

An in-situ case study of human induced vibrations on slender staircasesC. Meinhardt, V. Zabel, H. Gonzalez

The effect of parametric excitation on ground borne vibration in railway appli-cationsB. Nélain, N. Vincent

Characterization of the seismic behavior of steel pallet racks in cross-aisle directionC. Braham, H. Degée

Large amplitude vibrations of Timoshenko beams with delamination in temperature environmentE. Manoach, J. Warminski, A. Warminska

Translational and rotational excitation in the seismic analysis of base-isolated structuresF. Perotti, M. Domaneschi, L.Martinelli

An efficient axisymmetric wave based meth-od to evaluate the effect of sample mounting conditions in tube measurements for absorp-tion and transmission loss identification of (layered) poro-elastic materials E. Deckers, S. Jonckheere, D. Vandepitte, W. Desmet

Structural damage detection methods based on the correlation functionsM. Zhang, R. Schmidt, B. Markert

Bond of steel and concrete under high loading ratesM. Michal, M. Keuser

Coupling vibration study of wind-train-track-bridge system for long-span com-bined cable-stayed bridgeD. Liu, X. Li, Z. Jin, S. Pei, S. Ma

Analysis of the nonlinear dynamics of a horizontal drillstringA. Cunha Jr, C. Soize, R. Sampaio

Development of a load model for men-in-duced loads on stairsB. Czwikla, M. Kasperski

A holistic approach for the design and assessment of railway tracksD. Kostovasilis, E. Ntotsios, M.F.M. Hussein, D.J. Thompson, G. Squicciarini

Multiobjective formulation for the life-cycle cost based design of fluid viscous dampersI. Gidaris, A.A. Taflanidis, G. P. Mavroeidis

Coupled flexural-torsional vibrations of a composite beam attached to a rotating hubJ. Warminski, J. Latalski, Z. Szmit

Optimization of a non-conventional TMD implemented via inter-storey isolationA. Reggio, M. De Angelis

Adjustable impedance boundary for struc-ture under testD. Sachau, M. Baschke

Transmissibility based damage assessment by intelligent algorithm Z.Y. Lai, R. Perera

A methodology to calibrate structural finite element models for reinforced concrete structures subject to blast loadsM. Bermejo, A. Santos, J.M. Goicolea

Calibration of the numerical model of a non-reinforced concrete arch bridgeC. Correia, G. Sousa, E. Caetano, Á. Cunha, F. Magalhães

On some physical phenomena involved in blade-casing contactP. Almeida, C. Gibert, F. Thouverez, J.-P. Ousty

Vibration serviceability assessment of a staircase based on moving load simula-tions and measurementsC. Schauvliege, P. Verbeke, P. Van den Broeck, G. De Roeck

Mitigation measure of train induced vibra-tions by wave impeding blocks: numerical prediction and experimental validation H. Masoumi, A. Van Leuven, S. Urbaniak

Experimental validation of dynamic nonlinear FE model of full-scale five-story reinforced concrete building H. Ebrahimian, R. Astroza, J.P. Conte, J.I. Restrepo, T.C. Hutchinson

Computing failure boundaries by con-tinuation of a two-point boundary value problemH. Osinga

Semi-active damping by variational control algorithms G. Pepe, A. Carcaterra

A simplified approach for the calculation of acoustic emission in the case of friction-in-duced noise and vibrationK. Soobbarayen , S. Besset, J-.J. Sinou

The sensitivity based approach for the mass normalisation of the strain and the displacement mode shapes in the strain EMAT. Kranjc, J. Slavič, M. Boltežar

Frequency analysis of reinforced concrete structures subjected to accidental impactsC. Rouzaud, F. Gatuingt, O. Dorival, G. Hervé, N. Moussallam

Influence of random track irregularities on dynamic response of bridge / track struc-ture / high-speed train systemsM. Klasztorny, M. Podworna

On the moving mass versus moving load problemZ. Dimitrovová

Dynamic modeling and vibration anal-ysis of temporary grandstand due to crowd-jumping loadsL. He, J. Yuan, C. Liu, K. Zhang

Mitigation of vibrations induced by railway traffic in tunnels through floating slab systems: numerical study P. Lopes, P.A. Costa, R. Calçada, A.S. Cardoso

Seismic vulnerability of power supply: lessons learned from recent earthquakes and future horizons of researchE. Fujisaki, S. Takhirov, K. Mosalam, Q. Xie

Application of overlaying mesh method to pile-soil interaction analyses using beam and solid elementsF. Miura, A. Ohta, J. Kiyono, K. Toki

Analysis on the optimum performance of tuned mass damper devices in the context of earthquake engineeringJ. Salvi, E. Rizzi, M. Gavazzeni

Bayesian identification of uncertain param-eters in hybrid vibro-acoustic modelsE. Reynders, E. Simoen, G. Lombaert

Coupled underground blast simulation using a 2D axisymmetric Lagrangian finite difference time domain solver with a perfectly matched layerB. Desmet, S. François, J. Vantomme, G. Degrande

A nonlinear vehicle structure interaction methodology for the assessment of the train running safetyP.A. Montenegro, S. Neves, M. Tanabe, M. Sogabe, R. Calçada

The use of trenches as mitigation solu-tions: numerical study.J. Barbosa, P.A. Costa, R. Calçada

Assessment of synthetic ground motion records obtained from alternative simulation techniques in nonlinear time history analyses of multi-storey frame buildings: a case studyS. Karimzadeh, A. Askan, A. Yakut, G. Ameri

Shape optimization under vibroacoustic criteria in the mid-high frequency range using gradient-based approachR. Troian, S. Besset, F. Gillot

2627




AUDITORIUM MS13-6

System identification and structural health monitoringChairs: A. Cury, M. Ciudad-Real

ROOM·B023 MS24-2

Blast and accidental loadsChairs: J. Weerheijm, G. Degrande

ROOM·B032 MS06-4

Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: F. Benedettini, X. Li

ROOM·B020 MS11-4

Non-linear dynamicsChairs: J. Naprstek, P. Avitabile

ROOM·B035 MS05-4

Human induced vibrationsChairs: E. Caetano, L. Bruno

ROOM·B017 MS22-1

Constitutive behavior of construction materials and dynamics of composite structuresChairs: C. Butenweg, S. Lenci

ROOM·B029 MS01-4

Aseismic design of stuctures and lifelinesChairs: J. Conte, A. Furukawa

ROOM·B014 MS10-4

Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro

ROOM·B026 MS09-6

Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati

ROOM·B013 MS21-3

Vibro-acousticsChairs: G. Müller, S. Marburg

Blast resistant design of structure to ter-rorist explosionD. Makovicka, D. Makovicka Jr.

Seismic safety assessment of pile support-ed long span highway bridges: nonho-mogeneous soil condition and multiple support excitationsJ. Jaworski, P. Léger, R. Tremblay

Application of ultrasonic tomography to detection of damages in concreteV.G. Haach, L.M. Juliani

Methods for defining the seismic loadings of liquid storage tanks: an experimental comparisonM. Ormeño-Godoy, T. Larkin, N. Chouw

Examples of early use of statistical energy analysis (SEA) for concept development evaluationJ. Plunt

Analysis of vibration propagation and damping tests of reinforced concrete struc-tures within IMPACT III projectR. Zinn, M. Borgerhoff, F. Stangenberg, C. Schneeberger

Structural health monitoring of the reinforced concrete plug joint system for existing concrete bridgesY. Ishikawa, E. Iwasaki, M. Nagai

Scaling effects in the dynamic behaviour of fibre-metal laminates based on a self-rein-forced polypropylene J. Iriondo, L. Aretxabaleta, A. Aizpuru

Evaluation of displacement demand for unreinforced masonry buildings by equiva-lent SDOF systemsF. Graziotti, A. Penna, E. Bossi, G. Magenes

Vibro-acoustic finite element analysis of a permanent magnet synchronous machineA. McCloskey, X. Arrasate, G. Almandoz, X. Hernandez, O. Salgado

Analysis of combined bending and punching tests of reinforced concrete slabs within IMPACT III projectR. Zinn, M. Borgerhoff, F. Stangenberg, C. Schneeberger, J. Rodriguez, L. Lacoma, F. Martinez, J. Marti

Directional effect of the strong ground mo-tion on the seismic behaviour of skewed bridgesB. Atak, Ö. Avşar, A. Yakut

The identification of nonlinear damping of the selected components of MDOF complex vibratory systemsM. Bocian, K. Jamroziak, M. Kulisiewicz

Numerical analysis of rocking of unan-chored bodies subjected to seismic load using Finite Element analysesH. Schau, M. Johannes

Hybrid energy-based vibroacoustic model-ing using virtual and analytical SEAG. Borello

Collision-spring constant for seismic re-sponse analysis of cantilever girder bridgeE. Yamaguchi, K. Yamada

Modeling and long term structural health monitoring of Villanueva del Jalón viaduct M. Cuadrado, E. Moliner

Transient analysis of laminated compos-ite and sandwich plates with embedded delaminations using GLPTM. Marjanović, Đ. Vuksanović

Generation of spectrum compatible ground motion and its use in regulatory and performance-based seismic analysis I. Zentner, F. Allain, N. Humbert, M. Caudron

Vibro-acoustic analysis of lightweight com-posite panels with damping materialsL. Cardoso, J.D. Rodrigues

Assessment of the t-stub component subject to high strain-rateJ.N. Ribeiro, M.C. Rigueiro, A. Santiago

Train running safety analysis of high-pier rigid frame bridge under earthquake actionH. Lei, X. Li, Y. Zhu

Dynamics of polygonal-microstructured material S. Hans, C. Chesnais, C. Boutin

Test requirements for seismic qualification of substation high-voltage equipment and recommendations for new edition of IEEE693 standard S. Takhirov, A. Gilani, E. Fujisaki

High order finite elements for mid-fre-quency vibro-acousticsF. Frischmann, S. Kollmannsberger, A. Rabold, E. Rank

Symbolic soft-clustering applied to structural health monitoringV. Alves, A. Cury, F. Barbosa, C. Cremona

Dynamic tests of curved concrete box girder bridgesJ. Rodrigues, M. Ledesma

State space models for multi-setup opera-tional modal analysisF.J. Cara, J. Juan, Dr. E. Alarcon

Vibration-based damage identification of an unreinformced masonry house modelC. Oyarzo-Vera, J.M. Ingham, N. Chouw

Crack detection in beams with different boundary conditionsN. Barbieri, R. Barbieri, H.A.T. Silva

Changes in dynamic characteristics of RC buildings determined from ambient vibra-tion measurements performed pre- and post- the Lorca 2011 earthquake C. Aranda, M. Navarro, F. Vidal, E. Takahisa, G. Alguacil

A new model reduction technique to predict the effects of blast loading on structuresC.C. Segura, M. Feldmann

Dynamic amplification factors for existing truss bridges for the purposes of fatigue assessmentB. Imam, N. Yahya

Enhanced Rapid Post-Event Assessment of BuildingsD. Swanson, T. Graf, M. Sinclair, D. Skolnik, M. Ciudad-Real, C. Goings, A. Megahed, E. Safak

Mechanical modeling of a vibration energy harvester with time-varying stiffnessB. Zaghari, M.G. Tehrani, E. Rustighi

Temperature effects on tension forces and frequencies of suspended cablesY. Zhao, Y. Zhao, C. Sun, Z. Wang

A discrete model for geometrically non-lin-ear transverse free constrained vibrations of beams carrying a concentrated mass at various locations A. Rahmouni, R. Benamar

Influence of equivalent pulses of near fault ground motions on base-isolated RC structuresS.R.H. Vaez, H. Naderpour, R.C. Barros

Updating frequency response functions of linear structures with localized nonlin-earitiesE. Menga, S. Hernandez, O. Castro-Alvarez

Numerical and experimental investiga-tion of a vibration system with non-ideal vibration sourceP. Gonçalves, M. Silveira, B. Pontes Jr.

Damping induced by pedestriansM. Kasperski

Prediction of the vibrations of pedestri-an structures under random pedestrian streamsM. Kasperski, C. Sahnaci

Footfall model for design of high frequency floorsA. Mohammed, V. Racic

Analytic – numerical model for walking person – footbridge structure interactionM. Pfeil, N. Amador, R. Pimentel, R. Vasconcelos

Performance of single pedestrian load models in predicting dynamic behaviour of flexible aluminum footbridges P. Dey, A. Sychterz, S. Narasimhan, S. Walbridge

Parametric study on the vibration sensitivi-ty of hollow core slabs floorsR. Carrazedo, L.K. Marcos

Prediction of floor vibration induced by walking loads using response sepctrum approachJ. Chen, R. Xu, M. Zhang

Dynamic simulation of beam-to-col-umn partial-strength steel joints for the assessment of ductility-equivalent viscous damping relationshipsH. Augusto, J.M. Castro, C. Rebelo, L. Simões da Silva

Free vibrations of a two-layer nonlinear composite beam with different boundary conditionsF. Clementi, S. Lenci, G. Cocchi

Dynamic reduction and recovering based on substructuring method M. Kurata, B.S. Gan, E. Nouchi

Modal synthesis applied to a Reissner mixed plate finite element dynamic model P. Garambois, S. Besset, L. Jezequel

Analysis of cable-membrane structures using the dynamic relaxation methodM. Hüttner, J. Máca, P. Fajman

Physical modeling and dynamical simula-tion of a XIIIth century bellM. Carvalho, V. Debut, J. Antunes, E. Figueiredo

Adomian decomposition method for vibra-tion of nonuniform Euler beams on elastic foundationS.B. Coşkun, B. Öztürk, U. Mutman

Ground motion spatial variation effects on seismic performance of structural control of cable-stayed bridgesS.E.A. Raheem

Vibration control of precision equipment against ambient excitations using optimal controlA. Bakhshi, A. Yavar

Numerical tests of an adaptive sectioned airfoil actuated by shape memory alloys M.F. Maesta, G.L.C.M. Abreu, C.T. Faria, V. Lopes Jr

Study, desing and construction of a tuned mass damper (tmd) for concrete building floorsJ.E.C. Carmona, G.N.D Carvalho, S.M. Avila

Dynamic analysis for different finite element models of beams with viscoelastic damping layerL. Silva, F. Santade, P. Gonçalves, E. Sousa

16:15 16:15

17:15 17:15

16:45 16:45

17:45 17:45

18:00 18:00

16:30 16:30

17:30 17:30

17:00 17:00

2829

WEDNESDAY · 2 JULY 2014 WEDNESDAY · 2 JULY 2014

ROOM B001 The aeroelastic wind tunnel modeling of transmission lines and their behaviour under severe boundary layer winds

ROOM B003 SP09Bayesian uncertainty quantification and propagation in structural dynamics simulations C. Papadimitriou, University of Thessaly, Greece Chair: J. Beck

ROOM B001 Non-linear periodic solutions of bladed disksF. Thouverez, École Centrale de Lyon, FranceChair: P. Ribeiro

ROOM B003 SP12Damping prediction of joints in assembled structures by zero thickness elementsL. Gaul, University of Stuttgart; Germany Chair: S. Krenk

AUDITORIUM MS13-9System identification and structural health monitoringChairs: W. Ostachowicz, R. Veit-Egerer

ROOM B023 MS12-3_MS27-5Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, B. Costa

ROOM B035 MS06-7Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: N. Roitman, F. Barbosa

ROOM B020 MS27-4Structural Dynamics (other topics)Chairs: J. Dominguez, F. Marques

ROOM B017 MS04-1Vibrations due to construction and industrial activitiesChairs: W. Rücker, L. Auersch

ROOM B014 MS16-3Stochastic dynamics and reliability analysis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato

AUDITORIUM MS13-7System identification and structural health monitoringChairs: C. Papadimitriou, E. Reynders

ROOM B023 MS12-1Experimental techniques and smart structures (incl. non-contact measurements)Chairs: W. Ostachowicz, C. Gentile

ROOM B035 MS27-2Structural DynamicsChairs: P. Guillaume, J.D. Rodrigues

ROOM B017 MS23-1Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin

ROOM B026 MS02-4Dynamic soil-structure interaction and wave propagationChairs: G. Lombaert, D. Prikazchikov

ROOM B013 MS18-1Bayesian updating, filtering and inversion for dynamic systemsChairs: J. Beck, I. Au

ROOM B032 MS13-10System identification and structural health monitoringChairs: F. Magalhães, C. Devriendt

ROOM B029 MS01-7Aseismic design of stuctures and lifelinesChairs: A. Taflanidis, D. Vamvatsikos

ROOM B026 MS01-8Aseismic design of stuctures and lifelinesChairs: S. Takhirov, H. Degée

ROOM B032 MS06-5Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: A. Goldack, M. Sogabe

ROOM B020 MS17-1Reliability and robustness of dynamic systemsChairs: H. Jensen, D. Vandepitte

ROOM B029 MS01-5Aseismic design of stuctures and lifelinesChairs: V. Sepe, D. Vamvatsikos


AUDITORIUM MS13-8System identification and structural health monitoringChairs: F. Magalhães, D. Bernal

ROOM B023 MS12-2Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, W. Ostachowicz

ROOM B035 MS27-3Structural DynamicsChairs: C. Magluta, V. Denoël

ROOM B017 MS22-2_MS23-2Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin

ROOM B026 MS02-5Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat

Closing AUDITORIUM


ROOM B032 MS06-6Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: C.S. Oliveira, J. Bencat

ROOM B020 MS19-1Fuzzy sets and intervals - numerical methods, applicationsChairs: M. Beer, M. Valdebenito

ROOM B029 MS01-6Aseismic design of stuctures and lifelinesChairs: M.G. Mulas, H. Degée







AUDITORIUM SP07Numerical, experimental, and hybrid methods for the prediction of railway-induced ground vibrationG. Lombaert, University of Leuven, Belgium Chair: H. Hunt

SP08A.M. Loredo-Souza, Universidade Federal do Rio Grande do Sul, BrazilChair: E. Caetano

AUDITORIUM SP10Innovative System Identification Methods for MonitoringP. Guillaume, Vrije Universiteit Brussel, Belgium Chair: G. De Roeck

SP11

10:25

10:40

10:45

11:00

PROGRAM OVERVIEW PROGRAM OVERVIEW

8:30

9:00

9:10

12:15

14:15

13:45

14:25

15:40

16:00

16:30

10:25

10:40

10:45

11:00

8:30

9:00

9:10

12:15

14:15

13:45

14:25

15:40

16:0016:30

3031




AUDITORIUM MS13-7

System identification and structural health monitoringChairs: C. Papadimitriou, E. Reynders

ROOM·B023 MS12-1

Experimental techniques and smart structures (incl. non-contact measurements)Chairs: W. Ostachowicz, C. Gentile

ROOM·B032 MS06-5

Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: A. Goldack, M. Sogabe

ROOM·B020 MS17-1

Reliability and robustness of dynamic systemsChairs: H. Jensen, D. Vandepitte

ROOM·B035 MS27-2

Structural Dynamics (other topics)Chairs: P. Guillaume, J.D. Rodrigues

ROOM·B017 MS23-1

Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin

ROOM·B029 MS01-5

Aseismic design of stuctures and lifelinesChairs: V. Sepe, D. Vamvatsikos

ROOM·B014 MS16-1

Stochastic dynamics and reliability analy-sis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato

ROOM·B026 MS02-4

Dynamic soil-structure interaction and wave propagationChairs: G. Lombaert, D. Prikazchikov

ROOM·B013 MS18-1

Bayesian updating, filtering and inver-sion for dynamic systemsChairs: J. Beck, I. Au

Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel “dissi-pative towers”D. Roia, F. Gara, A. Balducci, L. Dezi

Design of a vibration probe based on high-speed digital holographyJ. Poittevin, P. Picart, F. Gautier, C. Pezerat

Comparison of deflection and vibration limits for high performance steel bridgesR. Adams

The use of component mode synthesis techniques for large finite element model updating using dynamic response data H.A. Jensen, E. Millas, D. Kusanovic

Model-based force identification in exper-imental ice-structure interaction by means of Kalman filtering T.S. Nord, E.-M. Lourens, O. Øiseth, A. Metrikine

Inner resonance media – principle and examplesC. Boutin, C. Chesnais, J.-L. Auriault, S. Hans

Aseismically designed masonry buildings and their performance after 2011 Van earthquakes R. Oyguc, C. Toros

Aeroelastic stability of long span bridges: comparison between quasi-deterministic and POD-based representation of the wind turbulence M. Vasta, V. Sepe

On the near-resonant regimes of the moving load in case of a coated elastic half-space J. Kaplunov, D.A. Prikazchikov

Bayesian system identification of nonlinear systems: informative training data through experimental designP. Green, K. Worden

Damage identification on spatial archesI. Caliò, A. Greco, Ing. D. D’Urso

Validation of macro fiber composites for strain measurements in structural health monitoring applications of complex aero-space structuresC.A. Dan, P. Malinowski, P. Kudela, S. Opoka, M. Radzieński, M. Mieloszyk, W. Ostachowicz

Analytical study on structure member vibration characteristics of reinforced concrete rigid frame viaductT. Watanabe, M. Sogabe, M. Tokunaga

Non-parametric stochastic subset optimi-zation for design problems with reliability constraints G. Jia, A. Taflanidis, J. Beck

Force identification using mixed penalty functions A. Rezayat, V. Nassiri, S. Vanlanduit, P. Guillaume

High frequency homogenization: going from the microscale to the macroscaleT. Antonakakis, R.V. Craster, S. Guenneau, J. Kaplunov

Seismic effect of layered ground with irregular interfaces on buckling failure of buried pipelineJ. Kiyono, A. Furukawa, K. Toki, F. Miura

Stochastic seismic response analysis of adjacent buildings coupled by nonlinear viscous dampersE. Tubaldi, M. Barbato, A. Dall’Asta

Dynamic analysis of flexible foundations based on a discrete impedance matrix approachA. Maravas, G. Mylonakis, D.L. Karabalis

Fast Bayesian approaches for ambient modal analysis and model updating: exper-imental studies using wireless sensorsW. Yan, L. Katafygiotis

Damage identification in footbridges from natural frequency measurementsI. Mekjavic, D. Damjanovic

Optical metrology applied to 3D displace-ment measurement of long-span suspen-sion bridge dynamics L.F.L. Martins, J.M. Rebordão, A.S. Ribeiro

Numerical and experimental assessment of the dynamic behaviour of a circular footbridgeT. Siwowski, L. Janas

Combining robustness and reliability with polynomial chaos techniques in multi-objective optimization problems: use of percentiles M. Marchi, E. Rigoni , L. Rizzian, R. Russo, A. Clarich

Experimental investigation on interaction between plastic hinge development and structural upliftY. Chen, P. Matheaud, T. Larkin, N. Chouw

Dynamic properties of periodic composites involving inner resonanceV. Monchiet, G. Bonnet

A study on buildings discontinuous in height and with transfer floors built in MexicoA. Gomez-Bernal, D. Manzanares-Ponce, H. Juarez-Garcia

Comparison of various reduced-order models to analyze the wind-induced response of a tall building subjected to parametric loading uncertaintyL. Caracoglia

Strain localization of a road embankment founded on soil substratum due to seismic loadingI. Rapti, A. Foucault, F. Lopez-Caballero, A. Modaressi-Farahmand-Razavi

Adaptive variant of the BUS approach to Bayesian updatingW. Betz, I. Papaioannou, D. Straub

Long-term responses of three different types of bridge structures under ambient vibrationL. Wang, H. Jiang, X. Zhao, C. Shao

Ambient vibration testing of the Amposta cable-suspended bridge by microwave remote sensingC. Gentile, G. Luzi

Damping from bearing hysteresis in railway bridgesM. Ülker-Kaustell

An SVM-based auxiliary domain method for computing structural reliabilityW. F. Tao

Influence of dynamic effects on a concrete flat slab after a sudden column lossJ. Russell, J. Owen, I. Hajirasouliha

Design of sound absorbing metamaterials by periodically embedding 3D inclusions in rigidly backed porous plateJ.-P. Groby, B. Nennig, C. Lagarrigue, B. Brouard, O. Dazel, O.Umnova, V. Tournat

A critical review of current approaches on the determination of seismic force demands on nonstructural componentsM. Pinkawa, B. Hoffmeister, M. Feldmann

Stochastic seismic load model for push-over analysesM. Gündel, B. Hoffmeister

Dynamic soil-pile-interaction effects on eigenfrequency and damping of slender structuresV. Zania

Manifold Metropolis adjusted Langevin algorithm for high-dimensional Bayesian FE model updating in structural dynamicsM.K. Vakilzadeh, V. Yaghoubi, A.T. Johansson, T. Abrahamsson

Structural damage identification using arti-ficial neural networks (ANNs) and adaptive neuro fuzzy interface system (ANFIS)S.J.S. Hakim, H.A. Razak, S.A. Ravanfar

Motion component analysis of a squat reinforced concrete shear wallR. Pless, B. Stojadinovic, C. Whyte

Two techniques for fast evaluation of de-sign envelopes in high-speed train railway bridges: train speed sensitivity and the Hilbert Transform A.E. Martínez-Castro, E. García-Macías

A compressive sensing based approach for estimating stochastic process power spectra subject to missing dataM. Beer, I. Kougioumtzoglou, L. Comerford

An integrated simulation approach for the design and analysis of complex mechatron-ic systems S. Moten, G. Pipeleers, J. Swevers, W. Desmet

New topics on nonlocal and local theories of sound propagation in fluid-saturated rigid-framed porous materials D. Lafarge, N. Nemati

Seismic design of lightweight buildings with drywall systemsC. Block, F.-O. Henkel

Response evolutionary power spectrum determination of nonlinear oscillators subject to stochastic excitation I. Kougioumtzoglou

A 3D numerical model for the dynamic analysis of pile groups with inclined pilesM. Morici, S. Carbonari, F. Dezi, G. Leoni

Real-time efficient state estimation in nonlinear structural systems K. Erazo, E.M. Hernandez

Structural life extension by modal analysis and automatic damage control during SHM of deteriorated strategic bridgesK. Islami, G. Tecchio, C. Modena

Global reliability via probability density evolution analysis of the development process of nonlinearity of structuresJ. Li, Y. Peng, J. Chen

Analysis of nonlinear effects in a carrying rope of cableway subjected to moving loadM. Knawa, D. Bryja

Quasi-optimal control in a polynomial tracking problemL. Socha

SSIFiBo: a Matlab toolbox for soil-struc-ture interaction problems with finite and boundary elementsP. Galvín, A. Romero

Coupled state-input-parameter estimation for structural dynamics through Kalman filtering F. Naets, J. Croes, W. Desmet

On line and off line identification of inputs: numbers, locations and time historiesD. Bernal, A. Ussia, O.S. Bursi

9:10 9:10

10:10 10:10

9:40 9:40

10:40 10:40

11:00 11:00

9:25 9:25

10:25 10:25

9:55 9:55

3233




AUDITORIUM MS13-8

System identification and structural health monitoringChairs: F. Magalhães, D. Bernal

ROOM·B023 MS12-2

Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, W. Ostachowicz

ROOM·B032 MS06-6

Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: C.S. Oliveira, J. Bencat

ROOM·B020 MS19-1

Fuzzy sets and intervals - numerical methods, applicationsChairs: M. Beer, M. Valdebenito

ROOM·B035 MS27-3

Structural Dynamics (other topics)Chairs: C. Magluta, V. Denoël

ROOM·B017 MS22-2_23-2

Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin

ROOM·B029 MS01-6

Aseismic design of stuctures and lifelinesChairs: M.G. Mulas, H. Degée

ROOM·B014 MS16-2


ROOM·B026 MS02-5

Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat

Real-time fast ultrasonic monitoring of cracking in a concrete cylinder subject to compression C. Dumoulin, A. Deraemaeker

Calibration and validation of the numerical model of a short-span railway bridge based on dynamic tests C. Bonifácio, D. Ribeiro, R. Calçada, R. Delgado

Waves in thermoelastic materials J.-L. Auriault

Ground motion prediction equations for Vrancea intermediate-depth earthquakesS. Demetriu, R. Vacareanu, D. Lungu, F. Pavel, C. Arion, M. Iancovici, A. Aldea, C.Neagu

Identification of crack damage in a aimple beam through stochastic characteristics of time responseM. Morga

Investigations on guided wave interaction with various discontinuitiesT. Wandowski, P. Malinowski, W. Ostachowicz

Seismic performance of bridges with different pier heights. Longitudinal analysis of an existing bridge J.C. Sampayo, C.S. Oliveira

Fuzzy analysis of a friction-induced vibra-tion system: frequency and time aspectsH.Q. Do, A. Gonzalez, F. Massa, Prof. T. Tison, J. Lauber, T.M. Guerra

Crosswind response of tall building under wind load in time and frequency domainsA. Bakhshi, E. Nakhostin

Graded thermal effect on wave propaga-tion in composite structuresO. Bareille, M. Ichchou, D. Chronopoulos, S. Chaabene

The effect of vertical seismic actions on the behavior of stone masonry walls – numerical studyD. Campos, J.M. Guedes, V. Lopes

The smooth decomposition as an output only analysis toolB. Sergio, S. Rubens

Simplified acceleration response spectra for a soft soil layer underlain by a visco-elastic halfspaceH. Werkle, I. Movila

Fundamental study on structural damage detection method for plate structures based on the time-reversal techniqueA. Furukawa, K. Kojima, J. Kiyono, K. Toki, F. Miura

EMILIA – A compact impedance analyzer for local integrity assessmentM. Lilov, T. Siebel

Dynamic analysis of pedestrian footbridges based on probabilistic modellingJ.G.S. Silva, J.M.S. Souza

On numerical representation of aleatory and epistemic uncertainty H. Schjær-Jacobsen

The effect of warping on the dynamics of thin-walled beamsM. Brunetti, A. Paolone, G. Ruta

Effects of the local resonance on the dynamic behavior of periodic frame structuresC. Chesnais, C. Boutin, S. Hans

Seismic shear demand of moderately ductile RC shear wall considering higher mode effectsH. Luu, P. Léger, R. Tremblay

Estimation of extreme response of floating bridges by Monte Carlo simulation O.A. Øiseth, A. Rönnquist, A. Næss, R. Sigbjörnsson

Experimental investigation of bending mo-ment distribution in a multi-story building with SFSIX. Qin, N. Chouw

A contribution to the modal identification of the damping factor based on the dissi-pated energyD. Montalvão, J. Silva

Motion tracking of scaled bridge induced by wind forceS. Oh, H.-E. Lee

Full-scale dynamic testing of steel truss old bridge structure over the Danube in BratislavaJ. Bencat, D. Papan

Risk assessment of bridges based on fuzzy logic controllerJ. Andric, D. Lu

Stability of non-trivial equilibrium paths for thin-walled cantilevers under dead or follower shearing forces E. Lofrano, A. Paolone, G. Ruta

Upscaling in porous media: consequences of reducing the phase on the dynamic behavior of a homogenized mediumA. Kudarova , K. van Dalen, G. Drijkoningen

Graphic dynamic earthquake response analysis of linear torsionally coupled 2dof systemsM. Faggella

An expeditious approach for analysis of masonry towers under seismic loads L. Facchini, M. Betti, P. Biagin

Development of a 3D FEM/BEM code for ground-structure interactionP. Jean

Identification of SMA dampers nonlinear restoring force of incompletely excited MDOF structures with double polynomial modelB. Xu, L. Li, J. He, S.F. Masri

Output only based modal analysis of a reduced scale building using digital camera images D.D. Sabino, J.A. Pereira, G.L.C.M. Abreu

An efficient numerical method for the ve-hicle-bridge nonlinear dynamic interactionZ. Jin, X. Li, D. Liu, S. Pei

Dynamic test for buckling of bar subjected to tensile load E. Efraim, B. Blostotsky

Validation of a 3D discrete element model in investigating dynamic tensile behavior of concrete at high strain ratesA. Omar, P. Marin, P. Forquin, L. Daudeville

Seismic assessment of buildings and their OFCs using AVM and experimental FRSG. McClure, F. Mirshafiei, A. Asgarian

Modelling of the stochastic dynamic behaviour of the Bergsøysund Bridge: an application of the power spectral density methodK.A. Kvåle, O. Øiseth, R. Sigbjörnsson

Influence of pile rake angle on the seismic response of pile foundations and piled structuresC. Medina, J.J. Aznárez, O. Maeso, L.A. Padrón

Application of rotation rate sensors in structural health monitoringZ. Zembaty, S. Kokot, P. Bobra

Automatic train type identification in railway bridge monitoringH. Bigelow, B. Hoffmeister, M. Feldmann, F. Weil

Influence of axial loads and higher order modes on the seismic response of slender bridge piersE. Tubaldi, L. Tassotti, A. Dall’Asta, L. Dezi

Dynamic method for measuring critical buckling load of sway framesB. Blostotsky, E. Efraim

Perturbed rigid body motions of viscoelas-tic structuresJ. Kaplunov, A. Shestakova, I. Aleynikov, B. Hopkins

An experimental investigation of soil-struc-ture interaction in a sway frame structure with tuned mass dampersR. Jabary, G. Madabhushi

10:45 10:45

11:45 11:45

11:15 11:15

12:15 12:15

11:00 11:00

12:00 12:00

11:30 11:30

3435




AUDITORIUM MS13-9

System identification and structural health monitoringChairs: W. Ostachowicz, R. Veit-Egerer

ROOM·B023 MS12-3_27-5

Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, B. Costa

ROOM·B032 MS13-10

System identification and structural health monitoringChairs: F. Magalhães, C. Devriendt

ROOM·B020 MS27-4

Structural DynamicsChairs: J. Dominguez, F. Marques

ROOM·B035 MS06-7

Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: N. Roitman, F. Barbosa

ROOM·B017 MS04-1

Vibrations due to construction and industrial activitiesChairs: W. Rücker, L. Auersch

ROOM·B029 MS01-7

Aseismic design of stuctures and lifelinesChairs: A. Taflanidis, D. Vamvatsikos

ROOM·B014 MS16-3


ROOM·B026 MS01-8

Aseismic design of stuctures and lifelinesChairs: S. Takhirov, H. Degée

Modal analysis of a footbridge damaged by floodT. Plachý, M. Polák, P. Karásek

The influence of joints and stone proper-ties on sonic testsL. Miranda, L. Cantini, J. Guedes, L. Binda, A. Costa

Debonding identification in frp-plated RC structures using PZT sensorsE. Sevillano, R. Perera, R. Sun

Simulation of frictional damping in metallic woven materials S. Szyniszewski, S. Ryan, S. Ha, Y. Zhang, T. Weihs, K. Hemker, J.K. Guest

Numerical analysis of collision between a car and high-speed railway bridge pierK. Cui, C. Xia, H. Xia, Y. Liu

Vibrations due to hydroshield tunnellingS. Van Baars

Seismic performances of modern unre-inforced thermal insulation clay block masonry housesH. Degee, C. Mordant, P. Candeias, L. Mendes, A. Campos Costa, E. Coelho, S. Lu, A. Jaeger

Earthquake risk analysis of structuresJ. Judd, F. Charney

The role of soil-structure interaction in the inelastic performance of multi-storey buildingsC. Giarlelis, G. Mylonakis

Multi-phase linear regression: a novel method for the identification of base-iso-lated buildings using seismic response dataC. Xu, J.G. Chase, G.W. Rodgers, C. Zhou

Hybrid dynamic characterization of ul-tra-light materials by means of experimen-tal and numerical modal analysisB. Lonzi, M. Martarelli, C. Santolini, P. Castellini, P. Massini

Matrix of the covariance of unit impulse response function for time-frequency damage detection and monitoringX.Y. Li, L.X. Wang

Combined approximations method for reanalysis of natural frequencies of rein-forced buildings in mining areasK. Kuzniar, M. Zajac

Vibration of a beam resting on movable supports and subjected to moving loadsL. Frýba, S. Urushadze, C. Fischer

Lateral vibration of oilwell drillstring during backreaming OperationC:E. Agostini, R. Nicoletti

Studying the impact of using tubular concrete-filled FRP pile foundations on the seismic response of structures M.I.S. Elmasry, T.M. Abd-El-Aziz, A.M. Kamel

Development of seismic fragility curves for RC tall buildingsA. Bakhshi, M. Ansari

Study of global seismic response of eccen-trically braced frames with long linksJ. Gleize, S. Koboevic

An indirect bridge inspection method incorporating a wavelet-based damage indicator and pattern recognitionP. McGetrick, C.W. Kim

Orthodynamometer for measurement of longitudinal and transverse loads in wind tunnel testingA.W. Freitas, P.G. Morais

Damage identification in a parabolic arch through the combined use of modal prop-erties and empirical mode decomposition E. Lofrano, F. Romeo, A. Paolone

Free in-plane vibration of rectangular plates using spectral element methodM. Nefovska-Danilović, M. Petronijević

Dynamic behaviour of a railway viaduct with a precast deck A. Meixedo, D. Ribeiro, R. Calçada, R. Delgado

Theoretical model for estimating the soil particular velocity due a heavy-structure fallA. Pecker, C. Fernandez, M. Metzger

Seismic performance of partially submerged R.C. caissons used in port structuresA. Belleri, P. Riva

Development of fragility curves for base isolated RC structuresA. Bakhshi, S.A. Mostafavi

Nonlinear analysis of reinforced concrete shear wall using fiber elementD.-H. Jun

Damage detection in bridge structures including environmental effects V.H. Nguyen, J. Mahowald, J.-C. Golinval, S. Maas

Healing performance on concrete under mode I fracture by ultrasonic testing using embedded transducers, acoustic emission and digital image correlation method E. Tsangouri, G. Karaiskos, D.G. Aggelis, D. Van Hemerlijck, A. Deraemaeker

Use of the residual error method and the neural networks techniques in the evalua-tion of structural integrityM. Marcy, A. Brasiliano, G. Silva, G. Doz

The ellipse of elasticity and mohr cir-cle-based graphic dynamic modal analysis of torsionally coupled systemsM. Faggella

Prediction of low-frequency sound of continuous girder highway bridges with different span lengthsM. Tsubomoto, M. Kawatani, K. Mori

Dynamic testing of anti-vibration protec-tion constructed in floor topping of historic masonry building A. Kwiecien, B. Zajac, J. Chelmecki

Evaluation of integration techniques used in pseudo dynamic testing methodologyH. Ozkaynak, E. Yuksel, A.K. Güney

Fundamental period and earthquake dam-age in RC buildings of Viña del Mar (Chile)C. Aranda, F. Vidal, M. Navarro, G. Alguacil, I. Valverde-Palacios

A masonry evolution story: unreinforced adobe into confined masonry structures in countries with high seismic activityH.J. García, A. Gómez-Bernal, E.P. Pérez, A.G. García

Monitoring and analysis of wind and earth-quake response of three multi-storey RC buildings J.T. Snaebjornsson

Non-destructive evaluation of prestress in plates by nonlinear guided wavesA. Pau, F.L. di Scalea

Dynamic measurement for extended frequencies from model and full-size struc-tural componentsY. Lu, C. Hou, L. Mao

Dynamic analysis of multi-span function-ally graded beams subjected to a variable speed moving loadB.S. Gan, N.D. Kien

Dynamic properties of tailing dam under mining induced seismic eventsP. Kuboń, T. Tatara

Response assessment of an existing build-ing designed for earthquake loading A. Mosleh, H. Varum, H. Rodrigues, A. Costa

14:25 14:25

15:25 15:25

14:55 14:55

14:40 14:40

15:40 15:40

15:10 15:10

3637

During the conference, a technical exhibition will take place along the corridor of Building B of FEUP. The exhibition will be opened after the Plenary Session on Monday 30 June 2014.

Opening hours:Monday 30 July 2014, 13:00 to 18:00Tuesday 1 July 2014, 9:00 to 18:00Wednesday 2 July 2014, 9:00 to 14:00

Exhibitors:1. ViBest/FEUP2. Structural Vibration Solutions A/S3. Kinemetrics Open Systems & Services4. GERB Vibration Control Systems5. SOFiSTiK AG6. POLYTEC GmbH7. GeoSIG8. MRA INSTRUMENTAÇÃO9. MEGGITT10. FIBERSENSING

TECHNICAL EXHIBITION

11. TNO DIANA BV12. Siemens13. Canterbury Seismic Instruments14. Inertia Technology B.V.15. TESTWISE - Grupo ISQ16. WILEY17. KWIKER

The location of the exhibitor booths is indicated on the venue plan of FEUP on p. 10

ViBe

st/F

EUP

Stru

ctur

al V

ibra

tion

Solu

tions

A/S

Kine

met

rics

Ope

n Sy

stem

s &

Ser

vice

s

GER

B Vi

brati

on

Cont

rol S

yste

ms

SOFi

STiK

AG

POLY

TEC

Gm

bH

Geo

SIG

MRA

Inst

rum

enta

ção

MEG

GIT

T

FIBE

RSEN

SIN

G

TNO

DIA

NA

BV

Cant

erbu

ry S

eism

ic

Inst

rum

ents

TEST

WIS

E - G

rupo

ISQ

SIEM

ENS

Iner

tia T

echn

olog

y B.

V.

WIL

EY

KWIK

ER

The Laboratory of Vibrations and Structural Monitoring (ViBest) is a facility / research unit of the Civil Engineering Department of FEUP that provides support to the perfor-mance of experimental and numerical works in the con-text of the development of research, consultancy and teaching activities in the field of Structural Dynamics, aiming in particular the experimental characterization of vibratory phenomena, the analysis, identification, moni-toring and control of the structural behaviour under dif-ferent types of dynamic loads.

ViBest has developed a large number of dynamic tests and long-term dynamic monitoring programs under contract with industry in large bridges and special structures, as is the case of the Vasco da Gama Bridge (Portugal), the Millau Viaduct (France), the Humber Suspension Bridge (UK), the new Coimbra footbridge (Portugal), the Grande Ravine Viaduct (Reunion Island, France), the Braga Stadium suspension roof (Portugal) or the 2012 London Olympic Stadium (UK).

At present ViBest is responsible by 10 vibration based Structural Health Monitoring Programs active since 2007 (http://vibest.fe.up.pt/shm)

FEUP,

R Dr Roberto Frias

4200 465 Porto

Portugal

Phone: +351-22-5081613

[email protected]

www.fe.up.pt/vibest

Structural Vibration Solution A/S was founded in 1999 as a spin-off company from Aalborg University in Denmark. We are focused on the mission to be the leading provid-er of Operational Modal Analysis solutions in the world.

Our software, ARTeMIS, helps our customers to deter-mine and solve vibration issues in the vast number of cases where the excitation cannot be measured or con-trolled. The software is used by engineers all over the world for modal analysis of all kinds of structures.

We are introducing a new Statistical Subspace-based Damage Detection Module in the upcoming ARTeMIS Modal Pro to be presented at EURODYN 2014.

NOVI Science Park

Niels Jernes Vej 10

DK-9220 Aalborg East

Denmark

Phone: +45 9635 4422

Fax: +45 9635 4575

[email protected]; [email protected]

Internet: www.svibs.com

Kinemetrics has been the world leader in the inno-vative design, quality manufacturing and timely sup-ply of earthquake instruments for over 44 years. ISO 9001:2008 certified, Kinemetrics provides seismologists and structural engineers with the highest-quality, most cost-effective seismic instruments on the market. Open Systems & Services (OSS) goes beyond instrumentation; we are a world-leading, multi-disciplinary team of geo-scientists, earthquake engineers, and information tech-nologists. We specialize in the design, integration and implementation of custom seismic and structural mon-itoring systems.Our complete array of comprehensive systems and services,including project consulting and documentation, are designed to protect human lives, capital assets, and critical infrastructure investments around the globe. www.kmioss.com

222 Vista Ave.

Pasadena

CA 91107

USA

Phone: 626.795.2220

[email protected]

www.kmioss.com

GERB Vibration Control Systems offers vibration isolation and civil engineering of foundations for heavy industrial equipment, power plant machinery and vibration control of structures. GERB also provides the design, engineer-ing as well as supervision and installation of the elastic support systems. Since 1908 GERB has continuously developed this technology, solving dynamic problems in many new fields of application. As an “Engineering Company including manufacturing facilities” GERB of-fers solutions for vibration-, earthquake- and subsidence problems. One major application GERB deals with is the damping of structures like bridges, stacks, buildings, stadiums and monuments with so called Tuned Mass Dampers (TMD). Although TMDs have been well-known for a long time, it is still difficult to provide exact tuning and predefined system damping. GERB has worldwide success in designing and manufacturing TMDs with masses from 20 to 10,000 kg, and vibration frequencies from 40 to as low as 0.3 Hz.

GERB Schwingungsisolierungen GmbH

& Co. KG Roedernallee 174 – 176

13407 Berlin

GERMANY

Phone: +49 30 4191 - 198

[email protected]

www.gerb.com

INFORMATION ABOUT SPONSORS AND EXHIBITORS

3839

SOFiSTiK – FEM for structural engineering worldwide

SOFiSTiK AG

Burgschmietstraße 40

90419 Nürnberg

Deutschland / GERMANY

Phone: +49 (0)911 39901-0

[email protected]

www.sofistik.de

Polytec’s innovative measurement solutions allow our customers to maintain their own technical leadership. Besides other competence fields Polytec is best known for its non-contact vibration measurement solutions for structural dynamics R&D tasks and a broad varie-ty of other applications. In markets from automotive, data storage and aerospace to biomedical, micro- and nano-technology, Polytec continues to lead and inspire confidence and trust from our customers.

Polytec is a global corporation with facilities in Europe, North America and Asia. With a reputation for innova-tive optical products, outstanding quality and world-class support, our success has enabled investment in the resources and flexibility to respond quickly to the ever-changing measurement needs of our customers.

Polytec GmbH

Polytec-Platz 1-7

76337 Waldbronn

Germany

[email protected]

Phone: +49 7243 604-3680

www.polytec.com

GeoSIG is a world leader in design and manufacture of a diverse range of high quality, precision instruments for vibration and earthquake monitoring, accredited to ISO9001.

Regarding structural dynamics with a focus on civil/earthquake engineering, hundreds of GeoSIG systems deployed in major structures on every continent are a testimony to our global presence and our ability to pro-vide solutions to cater for demanding applications.

We offer off-the-shelve solutions providing highest versatility in variety of situations. However if you are looking for a specific feature that may help improve the performance and accuracy of your measurements; from hardware to software, from individual components to complete solutions we can collaborate with you in the design and manufacture of any special solution in this context.

Based on our earlier successful EURODYN participations, we anticipate discussing the latest achievements in the field and learn from highly esteemed participants. We welcome all participants to our booth and welcome any communications ([email protected]) in advance of the conference or requests for specific topics to be dis-cussed or clarified.

Wiesenstrasse 39, 8952 Schlieren

Switzerland

Phone: +41 44 810 2150

[email protected]

www.geosig.com

MRAInstrumentation, whose capital is whollyprivate,has been offeringsince its foundingin 1994, high-tech solu-tionsin the areas ofTest, Measurement,Communications, Security, Defense andPredictive Maintenance.

The Groupprovides consulting, engineering, distri-bution, technical trainingservices anddevelopment-projects”turnkey” in differentsectors such asAerospace, Automation, Security, Defense, Communications, Financial Services, Testing andResearch Centers, Universities, ManagementservicesPublic Serviceand Industryin general.

MRAInstrumentationis the leader inmeasuring andtest-inginPortugal. Has more than50distribution agreements, as well as own resources forengineering design, systems integration, project management, training andtechnical assistance.

Taguspark, Edifício Ciência II, 1-B

2740-120 Porto Salvo

Portugal

Phone: 214217472

[email protected]

www.mra.pt



Founded in 1947, Meggitt’s Endevco Corp. has grown from a small research and development firm to an in-ternational corporation. For 60 years Meggitt’s Endevco has been providing the most trusted solutions for the world’s most challenging measurement applications.

Headquartered in Irvine, California, Meggitt’s Endevco is the world’s leading designer and manufacturer of dy-namic instrumentation for vibration, shock and pressure measurements. Meggitt’s Endevco’s accelerometer and shock sensor product offering includes piezoelectric, IEPE, piezoresistive and variable capacitance type de-vices.

All of these transducers are supported by a complete line of related signal conditioners, amplifiers, cables, measurement systems and accessories.

Along time customers have discovered that Meggitt’s Endevco products mean reliable data. Meggitt’s Endevco provides measurement solutions based on advanced technology, superior performance and total customer support worldwide, with quality and delivery to fit your schedule.

Massimo Ravazzini

Regional Sales Manager (Measurement)

Phone: 0041 26 407 1406

www.meggitt.com

FiberSensing – Sistemas Avançados de Monitorização, S.A. develops and produces in-house fiber optic sensor systems for advanced monitoring applications, based on Fiber Bragg Grating (FBG) technology.

The company provides Sensors, Measurement Units, Software and Complete Solutions, primarily in a OEM basis, for the Construction, Energy, Aerospace, Industry and Transportation markets.

As a world leader in its field of expertise, FiberSensing is proud of having addressed more than one hundred different monitoring projects around the world and de-livered thousands of sensors and measurement units.

Presently, the company has 39 collaborators working in 800 square meter state-of-the-art facilities located very near Porto International Airport. It operates by recruit-ing Business Partners all over the world, which reinforce its presence in the five continents.

FiberSensing is also certified in accordance with ISO 9001:2008 standards.

Rua Vasconcelos Costa 277

4470-640 Maia

Portugal

Phone: +351229613010

[email protected]

www.fibersensing.com

Since its start as one of the first high-tech spin-off s of the Catholic University of Leuven (KULeuven), LMS has de-veloped into a market leader with test and mechatronic simulation solutions, enabling companies worldwide to innovate products that meet increasing environmental regulations while at the same time delivering brand per-formance to stay competitive in the market place. Over 5000leading automotive, aerospace and other high-tech manufacturers count on LMS solutions to manage mod-ern-day product development complexity and get the best-possible products to market faster.

LMS has created its success based on a track record of delivering the most innovative solutions by combining an understanding of customer requirements, market trends and advanced technological knowledge. Today, LMS employs 1250 dedicated and passionate people, working from more than 40 offices worldwide.

Since 2013, LMS is part of Siemens PLM Software, a market leader with solutions for Product Life Cycle Management (PLM). LMS will take the lead by further in-novating and developing software solutions for product and systems validation and verification, based on test and simulation, to enable “closed-loop system driven product development”.

Whether it is cars, airplanes, appliances, or manufac-turing equipment, engineering challenges today evolve around deliveringproducts where mechanical design is combined with controls engineering, adopting principles of systems engineering, to deliver products that meet the ever stricter environmental regulations whileat the same time having the necessary brand performance to stay competitive in the market place.

“From our revolutionary solutions for test-based engi-neering to today’s closed-loop, systems-driven prod-

uct development solutions, LMS has always believed in the next big idea. Thisis why LMS continues to help customers dream of a world of new possibilities as early as possible in the product development process. Trying out new ideas and concepts without slowing downthe market-critical design and development schedule will revolutionize the way engineers and designers create innovative new products. It is rewarding to think that all the work we do at LMS,headquartered in Leuven, helps surprise and delight people around the world,” said Dr. Jan Leuridan.

LMS International, a Siemens Business

Researchpark Haasrode 1237

Interleuvenlaan 68, 3001, Leuven

Belgium

Phone: +32 16 384 200

www.lmsintl.com

40

41


TESTWISE is a company of the ISQ Group and we are an Alliance Partner of NI - National Instruments.

We provide industrial automation and testing systems, de-veloped according to the needs of each application, based on PLCs, Artificial Vision, LabView Programming, etc.

Beyond the Artificial Vision and several computer pro-gramming languages, we have skills in the area of me-chanical, electrical and electronic design, supporting the delivery of turnkey solutions for special machines, equipment and retrofits.

We also have extensive experience in project manage-ment, which together with the synergies of belonging to the Group ISQ , allows us to tackle large projects of high complexity, offering the best guarantees of responding to the expectations of our customers.

Parque Industrial Vale do Alecrim

Rua do Chumbo, Lote C

2950-007 Palmela

Phone: +351 212 380 501

[email protected]

www.testwise.pt

Canterbury Seismic Instruments provides customised structure monitoring solutions using the revolutionary and cost-effective CUSP-M platform. The CUSP-M plat-form allows a diverse range of widely separated sensors to be brought into a single synchronised data stream, using standard low-cost communications channels and protocols. The resulting data allows engineers to cor-relate a wide range of physical parameters in unprece-dented detail, using wind, strain, displacement, motion, load and environmental sensors from the worlds leading sensor manufacturers.

The CUSP platform has been tried and tested in many high-profile projects, spanning from the remote corners of Iceland, to the high mountains of New Zealand, cov-ering applications as diverse as structural monitoring of bridges, dams, buildings, ports, tunnels, malls, airports and other critical infrastructure as well as seismic net-works.

CSI values its clients and always strives to provide service and quality beyond expectations.

149 Rutherford Building

Chemistry

University of Canterbury

Christchurch 8140

New Zealand

Phone:+6433643575

[email protected]

www.csi.net.nz

Inertia Technology is a high-tech SME in the field of wire-less motion sensor networks. Inertia is specialized in the development of miniaturized wireless devices that can sense, process and communicate motion, vibration and orientation features of interest. The processing of mo-tion data is done online, enabling an increased accuracy of detected features and instantaneous feedback.

The V-Mon wireless sensor node product line of Inertia sets a new standard in industrial vibration monitoring, being the fastest wireless network platform on the mar-ket. Benefiting from the unique performance of Inertia’s high-speed wireless streaming protocol, V-Mon 4000 can sample and communicate real-time vibration data from multiple channels at tens of kHz rates. V-Mon 4000 operates in the 2.4 GHz frequency band and achieves 4 Mbps wireless data rate. Multiple sensor nodes can form a network and report vibration data synchronized within less than 0.5µs.

Hengelosestraat 583

7521 AG Enschede

The Netherlands

Phone: +31 53 711 3408

[email protected]

www.inertia-technology.com

DIANA (DIsplacement ANAlyzer) is an extensive mul-ti-purpose finite element software package that is ded-icated, but not exclusive, to a wide range of problems arising in Civil engineering including structural, geotech-nical, tunnelling, earthquake and oil & gas engineering disciplines.

DIANA is a well proven and tested software package, the program’s robust functionality including extensive ma-terial and element libraries utilising analysis procedures based on advanced techniques, linear and non-linear ca-pabilities, full 2D and 3D modelling features and tools for CAD interoperability.

With the continuous demand for the more efficient uti-lisation of both resources and materials, together with the increasingly complex nature of engineering struc-tures, DIANA is the all in one solution.

The latest version of DIANA includes the all new MeshEdit GUI which enables users to utilise the expand-ed library of material models and streamlined analysis procedures in a modern and intuitive package.

Delftechpark 19a

2628XJ Delft

The Netherlands

Phone: 0031 (0) 88 34262 00

[email protected]

www.tnodiana.com


Wiley is a global provider of content-enabled solutions to improve outcomes in research, education and profes-sional practice with online tools, journals, books, data-bases, reference works and laboratory protocols. With strengths in every major academic, scientific and profes-sional field, and strong brands including Wiley Blackwell and Wiley VCH, Wiley proudly partners with over 800 prestigious societies representing two million members.

John Wiley & Sons Ltd

Customer Services Department.

1 Oldlands Way

Bognor Regis

West Sussex

PO22 9SA. UK

Phone: +44 (0) 1243 843294

[email protected]

www.wiley.com

Springer is a leading global scientific, technical and med-ical publisher, providing researchers with quality content via innovative information products and services. Our eBook Collection contains more than 160,000 titles, adding 8,400 new titles per year. While we publish more than 2,500 journals in total, we are also home to the largest open access portfolio worldwide, with over 420 open access journals. We are proud of our publishing partnership with more than 500 scientific societies.

Nathalie Jacobs

Senior Publishing Editor / Engineering

Van Godewijckstraat 30 / 3311 GX

P.O.Box 17 / 3300 AA

Dordrecht / The Netherlands

Phone: + 31 (0) 78 6576196

Fax: + 31 (0) 78 6576377

[email protected]

www.springer.com

Kwiker Engineering is a company formed by a team of ex-perienced professionals working in structural dynamics and vibration control of structures such as bridges and buildings. Our systems and devices are designed to pro-tect against damaging vibrations, providing safety and comfort in the most demanding situations.

As specialists in the field of structural vibration con-trol, we design and manufacture Tuned Mass Dampers, Liquid Tuned Mass Dampers and other damping systems adapted to each specific application. We offer complete and integrated solutions including the analysis and de-sign, device manufacturing and installation, measure-ment and tuning on site, monitoring systems and re-mote data processing.

Our focus in continuous research and development en-sures that we can deliver high quality, tailor made, in-novative and cost effective solutions to our customers.

Kwiker Engineering, Lda.

Portuguese office:

RuaAmérico Oliveira, 946

4415-425 Vila Nova de Gaia

Portugal

tel +351 934256365

Belgian office:

18 Rue J-B Vannypen

BE 1160 Bruxelles

Belgique

tel +32 26733789

[email protected]

www.kwiker.solutions

SOLUTIONS FOR INFRASTRUCTURE Great engineering structure require permanent care with safety and performance.

Pioneering, technology, and leadership experience in inspection, diagnostics, instrumentation and dynamic assessment of large structures.

Founded in 1987, IEME BRASIL was a pioneer in dynamic analysis of structures in Brazil, a worldwide recognized technology, although with yet limited availability in our country. The methodology is based on monitoring existing or induced vibrations by a mechanical genera-tor (Vibrodyne), on developing numerical models with analyzes indicating safe and specific solutions for each construction. The company also has a highly specialized team, composed of trained technicians, engineers and PhDs in structures.

499 MMDC Street – CEP 05510-021

São Paulo – SP – Brasil

[email protected]

Tel.: +55 11 38168166

CFax.: +55 11 38161099

www.iemebrasil.com.br

42

43

NOTES

www.fe.up.pt/eurodyn2014

Documents

IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS …paginas.fe.up.pt/~eurodyn2014/ficheiros/Program_EURODYN2014.pdf · pb 1 ix international conference on structural dynamics 30