PROCEEDINGS OF THE 6™ INTERNATIONAL CONFERENCE ONSTRUCTURAL DYNAMICS, PARIS, FRANCE, 4-7 SEPTEMBER 2005

Structural DynamicsEURODYN 2005

Edited by

C. SoizeUniversite de Marne-la Vallee, Paris, France

G.I. SchuellerLeopold-Franzens Universitdt, Innsbruck, Austria

Volume 2

Millpress

TECHNISCHEINFORMATIONSBIBUOTHEK

UNIVERSITATSCiBUOTHEKHANNOVER

ROTTERDAM NETHERLANDS 2005

EURODYN 2005, C. Soize & G.I. Schueller (eds)c 2005 Millpress, Rotterdam, ISBN 90 5966 033 1

Table of contents

Volume 1

Preface 1

Organization 3

1. Plenary keynote lectures

Modal testing and/or modal analysis? 7D.J Ewins

Fluid-structure interaction 13R. Ohayon

2. Semi-plenary keynote lectures

Reliability of dynamic systems using stochastic simulation 23J.L. Beck &S.K. Au

Large bridge aerodynamics: Some recent results 31C. Borri & C. Costa

Overview of the numerical process in use for the NVH design of vehicles 39L. Gagliardini

Seismic vulnerability assessment and rehabilitation of structures through pseudo-dynamic testing: 51Large scale studies at the JRC-ELSA (paper not included in the proceedings)M. Geradin

Hybrid representations for complex dynamical stochastic systems: Coupled non-parametric and 53parametric models5. Das & R. Ghanem

Structural dynamics as a part of an integrated engineering of vehicle attributes for DaimlerChrysler 61commercial vehiclesH. Moller & A. Kongeter

Partitioned formulation with localized Lagrange multipliers and its applications 67K.C. Park

VII

Vibration analysis of finite periodic structures 77M. Petyt & J. Wei

Design earthquake motions for railway facilities in Japan 85T. Sato & Y. Murono

Redundancy in performance evaluation and design of structures under seismic loads 95Y.K. Wen

3. Organized symposia

3.1 Ambiant vibrations and dynamic characterization(organized bx F. Vestroni)

Wavelet analysis of the structural response under ambient excitation for modal identification 107T.M. Nguyen, P. Argoul & R. Ceravolo

Ambient vibration studies for dynamic characterization of a pedestrian bridge 113J. Dominguez & P. Galvin

Ambient vibration analysis and mitigation in the site of Villa Ruffo in Rome 119M. Breccolotti & A.L. Materazzi

Damage detection of a steel-concrete composite frame structure under severe seismic loading 125via the Inverse Eigensensitivity MethodM. Molinari & OS. Bursi

Volterra kernel identification from nonlinear structural response via instantaneous estimators 131R. Ceravolo, G.V. Demarie & A. De Stefano

Hybrid FEM-neural network approach for the identification of vibrating structural systems 137L. Facchini

Dynamic characteristics of a r.c. arch bridge from ambient vibration measurements and f.e. analysis 143C. Gentile

Recent developments in operational modal analysis 149B. Peelers & H. Van der Auweruer

Modal identification from ambient vibration tests on a cable-stayed bridge 155J. Rodtigiies, M. Xu & L.O. Santos

Train-induced vibrations of masonry railway bridges 161V. Sepe, F. Vestroni, S. Vidoli, R. Mele & M. Tisalri

Dynamic properties of the Painter Street Overpass at different levels of vibration 167C.F. Ventura. R. Brincker & P. Andersen

3.2 Dynamics in offshore engineering(organized by S. Haver)

Empirical model for the analysis of vortex induced vibrations of free spanning pipelines 175CM. Larsen & K. Koushan

CFD approach to dynamics of long and slender bodies exposed to ocean current 181K. Herfjord, F.G. Nielsen & H.C. Meisingset

Dynamic response of pipeline in long free spans or multi-spans 187F.G. Nielsen & T.H. Soreide

Design implementation of multi-span VIV tests 193T. Soreide, T. llstad, G. Paulsen & F.G. Nielsen

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Dynamic behaviour of Kvitebj0rn jacket structure - Numerical predictions versus 199full-scale measurementsD. Karunakaran & S. Haver

A numerical load model for wave impact on slender vertical cylinders 205A.J. Kalleklev & A. Nestegard

A dynamic model for lifting heavy modules between two floating offshore structures 211R.R.T. van Dijk, A.A. Hendriks & L. Friisk

Structural reliability criteria for on-line control of marine risers 217B.J. Leira & A.J. S0rensen

Black-Box modelling for the prediction of nonlinear riser dynamics under combined parametric 223and lateral excitation using the Volterra-Wiener theoryN.I. Xiros & l.K. Chatjigeorgiou

Motion damping control of a heat exchanger on an LNG floater 229A.M. Rustad, A.J. S0rensen, K.Y. Pettersen & J.M. Godhavn

3.3 Experimental methods and structural monitoring(organized by A. Cunha)

FEM updating of tall buildings using ambient vibration data 237C.E. Ventura, J.F. Lord, M. Turek, R. Brincker, P. Andersen & E. Dascotte

Damping identification in a stress-ribbon footbridge 243A. Cunha, E. Caetano, C. Moutinho & F. Magalhaes

Experimental determination of dynamic properties of footbridges 249G. Sedlacek & C. Butz

Experimental and analytical assessment of bridge structures in Mexico: 15 years of experience 255R. Gomez Martinez, D. Muria Vila, R. Sanchez Ramirez & J.A. Escobar Sanchez

Vibration assessment of the International Guadiana Bridge 257E. Caetano, A. Cunha & F. Magalhaes

Toward field videogrammetry of rivulets on bridge stay cables 263J.E. Campbell, J.T. Black, & S.W. Smith

Vibration measurement and analysis of a laboratory floor for high-resolution equipment 269M. Turek & C.E. Ventura

Vibration-based structural monitoring: Measurements and data processing 2756. Peeters & H. Van der Auweraer

Monitoring the structural behaviour of the new Svinesund bridge 281R. Karoumi, G. James, F. Mvrvoll, L. Lundh & R. Ronnebrant

IMO -WIND: An integrated monitoring system for offshore wind energy turbines 287R.G. Rohrmann & W. Riicker

Structural monitoring of the world largest span steel box-girder bridge 293R.C. Battista

Damage identification on the Tilff bridge by vibration monitoring using optical fiber strain sensors 299E. Reynders, G. De Roeck, A. Teughels & P.G. Bakir

Modal based fatigue monitoring of steel structures 305J. Graugaard-Jensen, R. Brincker, H.P. Hjelm & K. Munch

Structural and dynamic analysis of N. Sra. do Carmo church. Lagos Portugal 311P. Mendes, M.A. Baptista, L. Agostinho, S. Lagomarsino & J.P. Costa

Proceedings EURODYN 2005, Structural Dynamics IX

3.4 Large bridge aerodynamics and aeroelastic phenomena(organized by C. Borri)

Challenges in large bridge aerodynamic stability 319A. Larsen

Recent experiences on large multi-spanned bridges 325G. Grillaud & O. Flamand

Re-thinking the classical scheme of very long suspension bridges under wind loading 331C. Borri, C. Costa, M. Majowiecki, L. Salvatori & P. Spinelli

Reynolds-number effects and their influence on flow induced vibrations 337G. Schewe

Determination of flutter derivatives for streamlined bodies by means of computational 343wind engineeringD. Fransos, L. Bruno & N. Coste

From multimodal to bimodal approach to flutter 349G. Bartoli & C. Mannini

Wind turbulence effects for 2-D rectangular prisms at high Reynolds number 355A. DAuteuil & G.L. Larose

On the identification of indicial functions from measured aeroelastic derivative 361L. Salvatori & W. Zahlten

Large amplitude dry cable vibrations and its implication for rain-wind-induced vibrations 367D. Zuo & N.P. Jones

The span-wise correlation of aerodynamic forces on a rectangular cylinder for different 373vibration regimesE.T. de Grenet & F. Ricciardelli

Effects of parameter uncertainties on long-span bridge buffeting evaluation 379L. Caracoglia & N.P. Jones

Cable aerodynamics - galloping instability and the high speed vortex-induced vibration 385M. Matsumoto, T. Yagi, T. Oishi, Y. Adachi & Q. Liu

Aerodynamic admittance of bridge decks: A proposal 391G.L. Larose

An experimental device to investigate aerodynamics non linearities in bridge response to 397turbulent windG. Diana, S. Bruni, D. Rocchi, F. Resta & M. Belloli

Buffeting analysis of a 700m steel cable-stayed bridge for the design of pylon foundation 403H.-K. Kim, S.-W. Choi. M.-Y. Kim, S.-D. Kwon & S.-S. Ahn

Aerodynamic admittance functions of bridge deck sections by CWE 409L. Bruno & F. Tubino

Vortex excitation of bridge hangers 415J. Sahlmen & R. Hoeffer

Turbulence effects on the aeroelastic stability of long span bridges 421V. Sepe & M. Vasta

Aeroelastic analysis in time domain: The stress-ribbon bridge 427M. Lazzari, R. Vitaliani & A. Saetta

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3.5 Man induced vibrations and related serviceability problems(organized by M. Kasperski)

Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians 435A.D Pizzimenti & F. Ricciardelli

Random loads induced by walking 441C. Sahnaci & M. Kasperski

Numerical simulation of timber footbridges dynamic response under pedestrian loads 447C. Rebelo, J.H. Negrdo & C. Rigueiro

Dynamic analysis of lively footbridge under everyday pedestrian traffic 453S. Zivanovic, A. Pavic, P. Reynolds & P. Vujovic

Improved methodologies for the prediction of footfall-induced vibration 461M.R. Willford & P. Young

Dynamic loads due to rhythmic human jumping and bobbing 467J. Sim, A. Blakeborough & M.S. Williams

The dynamic performance of sports stadia under crowd dynamic loading at concert events 473P. Reynolds & A. Pavic

A random load model for loads induced by coordinated movements of crowds 479E. Agu & M. Kasperski

Effect of structure flexibility on the representation of human jumping loads 485R.E. Harrison & J.R. Wright

Recommendations for design of grandstands subject to dynamic crowd excitation 491J.W. Dougill

Bouncing loads induced by an individual 497E. Duarte & T. Ji

Findings from a decade of tests examining the response of grandstands to human loading 505J.D. Littler

Investigation of the vibration behaviour of slim-floor composite slabs 511G. Sedlacek, B. Volling, C. Butz & C. Heinemeyer

Overview of ISO 10137, "Serviceability of buildings against vibration" 517J.H. Rainer

Dynamic behaviour of a steel cable-stayed footbridge damped by TMD 521P. Kardsek, P. Nemec, M. Kalny, M. Poldk, T. Plachy & M. Studnickovd

Experimental and numerical modal analysis of a lightweight composite slab supported by 527cellular beamsD. Degrauwe & G. De Roeck

Office floor vibrations: Modal parameter identification and vibration monitoring 533R. Cantieni & T. Biro

The response of pedestrians to lively footbridges 539M. Kasperski

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3.6 Multibody dynamics with flexible elements(organized by M. Geradin & J. Ambrosio)

Computer simulation of roller cone bit dynamics and its applications to bit design optimization 5475. ChenApplication of flexible joints in dynamically excited structure of damaged buildings 553A. Kwiecien, B. Zajqc, H. Ciurej & R. Pgcherski

Modeling friction phenomena in flexible multibody dynamics 561O.A. Bauchau

Two-level model-based control of flexible multibody systems 567C.L. Bottasso, A. Croce & D. Leonello

Optimization of flexible multibody systems with composite materials: Sensitivity analysis 573and optimization proceduresM.A. Neto, R.P. Leal & J. Ambrosio

Optimization of flexible multibody systems with composite materials: Application to the study 581of a slider-crank mechanismM.A. Neto, R.P. Leal & J. Ambrosio

On acceleration analysis in multibody dynamics 587D.P. Chevallier

Temporal identification in simulated flexible multibody system 593G.M. Gouveia, D. Lemosse, E. Pagnacco & E. Souza de Cursi

3.7 Prediction of traffic vibration(organized by G. Waas)

A practical method for the prediction of railway vibration 601W. Rticker, L. Auersch, U. Gerstberger & C. Meinhardt

Prediction of train traffic vibrations with an in situ train simulation 607C. Handel, M. Ralbovsky & R. Geier

VIBRA-1-2-3: A software package for ground borne vibration and noise prediction 613A. Ziegler

Transmission of vibrations through the ground and prediction of induced building vibrations 619H. Sadegh-Az.ar & H.G. Hartmann

Experimental validation of a BEM model for wave propagation problems 625P. Galvin & J. Domi'nguez

Reduction of railway-induced vibrations in the case of a house with 10 Hz floor eigenfrequency 631M. Ralbovsky & R. Flesch

Measurements and numerical analysis of ground vibrations at DESY Hamburg 635J. Grabe & T. Bierer

Elastic elements reduce vibration emission - Some thoughts on insertion loss 641F. Mueller-Boruttau & N. Breitsamter

The isolation of railway induced vibrations by means of resilient track elements 645G. Lombaert & G. Degrande

Slab track vibration and stress distribution induced by train passage 651S.A. Savidis & S. Bergmann

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3.8 Recent advance in stochastic dynamics and applications(organized by Y.K. Wen & A. Naess)

Sensitivity of dynamic response to uncertainty in input and system properties 659M. Grigoriu

On the distribution of the peaks of the envelope of linear SDOF systems 665AT. Kim & M.P. Mignolet

Short-memory Mori-Zwanzig models with application to the Kuramoto-Sivashinsky equation 671P. Stinis

Data and model uncertainties in complex aerospace engineering systems 677M. Pellissetti, E. Capiez-Lernout, H. Pradlwarter, G.I. Schueller & C. Soize

Vulnerability of un-reinforced masonry buildings in Mid-America 683Y.K. Wen, K.W. Liao & Z. Li

Response statistics of nonlinear offshore structures by path integration 691A. Naess & H.C. Karlsen

Design of structural members in tall buildings: The interaction of modern wind tunnel testing. 697probabilistic structural dynamics, and multidirectional wind climatologyW.P. Fritz & E. Simiu

Conditional simulation of nonstationary random fields based on physical spectra 703S. Liao, A. Zerva & H. Morikawa

Design-point excitation for nonlinear random vibrations 709H. Koo, A. Der Kiureghian & K. Fujimura

3.9 Reliability of dynamical systems(organized by J.L. Beck)

Benchmark study on reliability estimation in higher dimensions of structural systems - An overview 717G.I. Schueller, H.J. Pradlwarter, J.L. Beck, S.K. Au, L.S. Katafygiotis & R. Ghanem

Analytical reliability calculation of linear dynamical systems in higher dimensions 723A.A. Taflanidis & J.L. Beck

Structural synthesis of non-linear stochastic dynamical systems 729H.A. Jensen

Robust reliability-based optimization in structural dynamics using evolutionary algorithms 735C. Papadimitriou & E. Ntotsios

Large-scale structural reliability-based optimization under seismic loading 741M. Papadrakakis, N.D. Lagaros, M. Fragiadakis & Y. Tsompanakis

Reliability-based design and optimization of structures 747A. El-Hami & A. Mohsine

Reliability analysis of a dynamic contact in piezoelectric engine 753A. Mohsine, A. El-Hami & B. Radi

Proceedings EURODYN 2005, Structural Dynamics

EURODYN 2005, C. Soize & G.I. Schueller (eds)c 2005 Millpress, Rotterdam, ISBN 90 5966 033 1

Volume 2

3. Organized symposia (continuation)

3.10 Stochastic and reliability approaches to solve earthquake engineeringproblem (organized by T. Sato)

Nonlinear dynamic analysis of structures using spectral stochastic approach 761R. Honda & H. Murakami

Spectral stochastic finite element method for estimation of surface earthquake fault hazards 767M. Hori, K. Oguni & M.L.L. Wijerathne

Assessing the seismic vulnerability of structures with stochastic properties 773N.D. Lagaros, D.C. Charmpis & M. Papadrakakis

Fragility analysis using low discrepancy sequence 779/. Yoshida & T. Sato

Efficient algorithm to calculate fragility curve of structural systems taking into account uncertainty 785of structural characteristicsT. Sato, I. Yoshida & M. Masumoto

Deterministic and stochastic approach in estimating the reliability of civil-engineering structures 791submitted to earthquakes5. Hamza, G. Bonnet & P. Delmotte

Computational methods applied to the seismic margin assessment of power plants and equipments 797F. Voldoire

Including total site effects in spatially varying earthquake ground motion models 803K. Soyluk & R.S. Harichandran

Numerical experimentation of a new response spectrum method specific to non-classically dampedsystems 809N. Lebib&M.K. Berrah

3.11 Uncertain dynamical systems(organized by R. Ghanem)

Adaptive decomposition technique for uncertainty quantification 817O.P. Le Maitre, H.N. Najm, O.M. Knio & R.G. Ghanem

Identification of probabilistic structural dynamics models: Application to Soize's non-parametric 823modelM. Arnst, D. Clouteau & M. Bonnet

Optimization and reconstruction via the polynomial chaos 829R.W. Walters

Uncertainty quantification and model validation of a dynamic experimentation containment vessel 835B.H. Thacker, D.S. Riha, J.E. Pepin & E.A. Rodriguez

Construction of a probabilistic model for the soil impedance matrix using a non-parametric method 841R. Cottereau, D. Clouteau & C. Soize

Proceedings EURODYN 2005, Structural Dynamics A v

Stochastic dynamics of complex uncertain systems by means of a conditional - Galerkin - 847RBF approachM. Betti. P. Biagini & L. Facchini

Identification of the state equation in uncertain nonlinear systems 853S.F. Masri, J.P. Caffrey, T.K. Caughey, A.W. Smyth & A.G. Chassiakos

Vibroacoustics of a cavity coupled with an uncertain composite panel 859C. Chen, D. Duhamel & C. Soize

The stochastic finite element method using the non-Gaussian Karhunen-Loeve decomposition 865M. Schevenels, G. Lombaert & G. Degrande

A least square extrapolation method for the a posteriori error estimate of CFD and heattransfer problem 871M. Garbey & C. Picard

Robust analysis of stochastic models in structural dynamics 877M. Guedri, N. Bouhaddi & R. Majed

Polynomial chaos enrichment for analyzing stochastic systems with clustered eigenvalues 883D. Ghosh & R. Ghanem

Worst-case scenario analysis for elliptic PDE's with uncertainty 889/. Babuska, R. Tempone & F. Nobile

Exact solution for the dynamic analysis of uncertain structures in the frequency domain 895G. Falsone & G. Ferro

3.12 Uncertainty quantification and model validation(organized by F. Hemez)

Verification and validation in computational solid mechanics and the ASME standards committee 903L.E. SchwerA study of the collapse of spherical shells, part I: Uncertainty quantification 909J.E. Pepin, B.H. Thacker & D.S. Riha

A study of the collapse of spherical shells, part II: Model validation 917B.H. Thacker, PC. McKeighan &J.E. Pepin

Uncertainty propagation through radial basis function networks. Part I: Regression networks 923D. Chetwynd, K. Worden, G. Manson & S.G. Pierce

Uncertainty propagation through radial basis function networks. Part II: Classification networks 929S.G. Pierce. K.Worden, G. Manson & D. Chetwynd

Application of a stochastic approach for the validation of spacecraft structural dynamic models 935A. Calvi & LA. Petitti

Validation of a threaded assembly, part 1: Overview 941R. Maupin, J. Hylok, A. Rutherford & M. Anderson

Validation of a threaded assembly, part II: Experiments 947J. Hylok, M. Rutherford, R. Maupin, M. Anderson & M. Groethe

Validation of a threaded assembly, part III: Validation 955M. Rutherford, R. Maupin, J. Hylok & M. Anderson

Predictive modeling assessment of a crushable foam material 961F.M. Hemez

Classification using linear models with uncertain weights 969G. Manson, S.G. Pierce, K. Worden & D. Chetwvnd

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975Damaae prognosis solutions, part I: OverviewC. Farrar. F.M. Hemez, G. Park, T. Tippetts, B. Nadler, D. Allen, H. Sohn & J. Wait

Damage prognosis solutions, part II: ValidationT. Tippetts, F.M. Hemez & T.O. WilliamsA most probable point-based method for probabilistic vibration analysis of structures with 987

uncertaintiesS.-Y. Lee, M.P. Castanier & C. PierreIntegration of component-based and parametric reduced-order modeling methods for probabilist.c 993

vibration analysis and designG. Zhang, M.P. Castanier & C. Pierre

3.13 Vibration of bridges due to moving loads and earthquake

(organized by L. Fryba)

Dynamic interaction analysts of a Shmkansen tram and the railway structure under seismic loads 100.

M. Tanabe, N. Matsumoto, H. Wakui, H. Okuda, M. Sogabe & Y. Tanabe

Vibration of suspended beams to moving loads and support motions

J.D. Yau & L. Frxba

Identification of vehicles moving on beams based on a genetic algorithm

F.T.K.Au& Y.K.CheungCedypta 2000, a comprehensive analyt.cal software for calculating high speed hnes badgesF. MancelDynamic analysts of conttnuous arch bndge across the Yellow River under high speed tra.nsN. Zhang, H. Xia & G.J. SunVibration of a coupled system beam and string under a moving force

L. Fryba & C. Fischer . .Dynamic responses of high-speed railway bridges in KoreaJ.W. Kwark, E.S. Choi, J.W. Lee & B.S. KimThe bridge and vehicle interaction effects on modal parameters of bridgeS,D. Kwon, C.-Y. Kim, S.-P. Chang, M.-Y. Kim & H.-K. Kim ^

Dynamic bridge response for bridge-friendly trueJ.Mdca & V. Smilauer & M. Valdsek

Sotl-structure interaction and so,, waves due to bridge crossing of high-speed tra.n

M. Millan & J. Dominguez .Train-track-bridge interaction: Influence of track typology on structure dynamtc performance

S. Bruni, A. Collina & R. Corradi ) ( ) 6 9

Coupling vibration analysis for train-track-bridge system

M.M. Gao & J.Y. Pan , 0 7 7

New results on the behaviour of ballasted tracks on bridge decks

M. Baefiler & W. Riicker 1 ( )83

Experimental study of railway bridges under hrgh speed trains

H. Xia, N. Zhang & G.J. Sun u ) 8 9

Synchronised pedestrian lateral excitation of footbridges

T.M. Roberts

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Calculation of train-bridge dynamic interaction with different model 1095J. Gyorgyi

3.14 Vibration of structural elements(organized by M. Petyt)

Free vibration analysis of a spinning Timoshenko beam using the dynamic stiffness method 1103H. Su & J.R. Banerjee

Exact dynamic stiffness matrix of thin-walled curved beams subjected to initial axial forces 1109M.Y. Kim, H.K. Kim, S.D. Kwon, N.I. Kim & C.C. Fu

Veering phenomena in cable-stayed bridge dynamics 1113V. Gattulli, L. Nicolucci & M. Lepidi

A perturbation approach to curve veering phenomena in the frequency matching of multi-axis 1119ring modesA.K. Rourke, C.H.J. Fox & S. McWilliam

Vibrations of a box structure under multi-axis harmonic excitation 1125E. Lyda, K.Volbart & M.P. Cartmell

Dynamic response of a plate on elastic foundation under the action of landing airplane forces 1131T.G. Konstantakopoulos, J.M. Petalas & G.T. Michaltsos

Wave propagation in periodic elastic cylindrical shells filled with fluid 1137S.V. Sorokin & O.A. Ershova

Free vibrations analysis of multilayered plates: Mixed against displacement-based formulations 1141A. Messina

Vibration frequencies of functionally graded cylindrical and conical shells 1149M. Eisenberger & E. Efraim

Energetics of a moving object on a long elastic structure 1155A.V. Metrikine

Experiments on chaotic oscillations of a shallow arch deformed by an initial axial displacement 1161S. Maruyama, K. Nagai & T. Yamaguchi

3.15 Vibroacoustics and industrial applications(organized by L. Gagliardini & M.A. Hamdi)

Simulation of vibroacoustic problem using coupled FE/BE formulation 1169A. Alia & M. Souli

Sound radiation from poroelastic materials 1173N. Atalla, C.K. Amedin & F.C. Sgard

Analysis of vibro-acoustic performances of a fully trimmed vehicle using an innovative sub-system 1179solving approach facilitating the cooperation between carmakers and sound-package suppliersM.A. Hamdi, C. Zhang, L. Mebarek, M. Anciant & B. Mathieux

Frequency responses of space structures excited by acoustic diffuse fields - Development of an 1187automatic procedure coupling NASTRAN and RAYONA. Omrani, M.A. Hamdi & J.S. Prowald

Non-parametric modelling of vibroacoustic coupling interface uncertainties 1193J.-F. Durand. L. Gagliardini & C. Soize

Envelope vectorization: Theory and applications to complex vibraocoustic systems 1199A. Carcaterra, A. Sestieri & O. Giannini

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Modeling structure-borne noise with the Hybrid FE-SEA method 1205P.J. Shorter & R.S. Langley

Dynamical characterization of an automotive damper by the use of a high speed jack 1211P. Viot & C. Lemaire

Improving the vibroacoustic behaviour of an audio-speaker using viscoelastic damping treatment 1217and BEM/FEM couplingG. Kergourlay

Modal analysis of an acoustic guitar: Influence of free edge boundary conditions 1227L.R. Rakotomanana, D. Parenthoine, M.S. Zekraoui & Y. Roussin

A tool for an optimal design of the damping treatment and shape layout of automotive panelsusing genetic algorithms and FE 1233D. Caprioli, C. Gaudino & L. Ferrali

Active structural acoustic control of a clamped-free beam by means of modal reduction 1239A. Aizpuru & J.M. Abete

Evolutionary algorithms for simultaneous optimization of cars with respect to crashworthiness 1245and NVH problemsF.M.E. Duddeck

4. Organized special sessions

4.1 Dynamic soil-structure interaction: prediction, evaluation and control(organized by H. Takemiya)

"Time-Frequency" domain analysis in nonlinear dynamic soil-structure interaction 1255C. Obrembski, D. Clouteau & N. Greffet

3D dynamic soil-fluid-structure interaction analysis in the time domain 1261O. von Estorff & C. Hagen

A coupled BEM/FEM approach for the numerical simulation of bridge structures 1267P. Renault & K. Meskouris

Dynamic interaction of a plate elastically mounted on a tunnel 1273H. Grundmann & K. Miiller

Simplified models for the dynamic analysis of pile-soil structure interacting systems 1279/. Calib & A. Santini

Numerical simulation of the dynamic load plate test with the light falling weight device by means 1285of the boundary element method/. Paulmichl, F. Kopf & C. Adam

Use of coupling and regulatory methods in soil-structure interaction for nuclear plants 1291G. Devesa, V. Guyonvarh & D. Clouteau

Investigation of the interaction between neighboring model structures at the Euroseis-Test site 1297G.C. Manos, P. Renault & A.G. Sextos

Simplified methods for wave propagation and soil-structure interaction: The dispersion of layered 1303soil and the approximation of FEBEM resultsL. Auersch

Analysis of ground and viaduct structure vibrations with DSSI effects for Shinkansen high-speed 1309train passageH. Takemiya & X.C. Bian

Proceedings EURODYN 2005, Structural Dynamics XIX

Ground vibration prediction and mitigation by WIB for traffic on continuous multi-span viaduct 1317on soft siteH. Takemiya, F. Chen & K. Ida

The effects of densification on the earthquake loading transmitted to a bridge 1323P.A.L.F. Coelho, S.K. Haigh & S.P.G. Madabhushi

A comparison of the city-site effect for the case of Nice and Mexico City 1329G. Lombaert & D. Clouteau

Numerical and experimental soil-structure-interaction of a bridge pier model at the Volvi-Greece 1335European Test SiteG.C. Manos, V. Kourtides, V. Soulis, A.G. Sextos, P. Renault & B. Yasin

4.2 Fluid-structure interaction(organized by R. Ohayon)

Flow simulation around a rotating circular cylinder using the vortex method 1343T. Tsukiji & Y. Matsubara

Dynamic analysis of moored-buoy system under the action of regular waves 1349P.K. Soni, J. Giesecke & A. Goyal

A time-domain model of a semi-infinite fluid-channel for dam reservoir interaction analyses 1355C. Birk & P. Ruge

Estimation of the non linear effects in the response of a blast-loaded plate in contact with a fluid 1361A. Langlet, G. Girault & J. Renard

A numerical method on breaking wave load on offshore wind turbines 1367U. Peil & C. Corte

Fluid-structure interactions with large displacements modeling in civil engineering: Application 1373to slender structures, tall buildings subjected to turbulent wind flowsK. Zibouche, G. Mounajed &. J.M. Dupuy

Fluid models in LS-DYNA and their interaction with structure in dynamic simulations 1379M. Vesenjak, Z. Ren, S. Matthaei & H. Mullerschon

Fluid-structure interaction in a fuel tank with lumped masses under a thrust 1385K.-S. Na &J.-H. Kim

4.3 Impulse loading and impact dynamics(organized bx S. Potapov)

Simulation strategy for impact against a reinforced concrete industrial building 1393S. Moulin, P. Koechlin, S. Potapov & E. Champain

Reinforced concrete sections under dynamic bending moments and normal forces 1399F. Lin, F. Stangenberg & P. Mark

Validation of contact-impact approaches for FEM software 14055. Lamarche. F. Voldoire, H. Ben Dhia & Ch. Zammali

FSI Simulation of a non-linear transient response of a pipeline to a pressure pulse 14115. Potapov & P. Galon

Severe impact dynamics of reinforced concrete structures 1417R.J. James & J.Y.R. Rashid

Numerical damping of spurious oscillations: A comparison between bulk-viscosity and dissipative 1423explicite algorithmsV. Grolleau, L. Maheo & G. Rio

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Identification of delaminations based on non-smooth vibrations 1429/. Midler & P. Vielsack

Failure modes of reinforced concrete beams subjected to explosion loadings 1435J. Weerheijm, E Oldenhof & L.J. Sluys

Deformation and tearing of circular plates subjected to impulsive loads 1441N.K. Gupta, Nagesh & D.K. Sehgal

Consequences of the large commercial aircraft crash into the interim spent fuel storage facility 1447J. Stepan & J. Maly

4.4 Information technology in earthquake engineering(organized by A. Zerva & M. Piasecki)

The Italian network for seismic monitoring of structures: Design, present level of realisation and 1455further developmentM. Nicoletti, B.G. Lamonaca & D. Spina

Application of modal analysis and data compression techniques to structural health monitoring 1461Y. Zhang & J. Li

Data and metadata modeling for the George E. Brown Jr. network for earthquake engineering 1467simulationJ.-P. Bardet, F. Liu & N. Mokaram

Seismic spatial array data analysis and dissemination ystem 1473A. Zerva, M. Piasecki & V. Yargici

Simulation for determining the seismic performance of urban regions 1479J. Bielak, A. Askan, A. Fernandez, G.L. Fenves, B. Stojadinovic, J. Park, G. Petropoulos,T. Haupt, R. King & J. Meyer

High fidelity forward and inverse earthquake modeling in large basins 1485V. Akcelik, J. Bielak, I. Epanomeritakis, O. Ghattas & E.J. Kim

4.5 Nonlinear dynamics and mode reduction of multi-body structural andmechanical systems (organized by I. Georgiou)

Self-excited torsion vibrations of symmetric structures 1493V. Raduka

Chattering instabilities: Study of a clutch system 1499G. Chevallier, D. Le Nizerhy, F. Robbe Valloire & F. Macewko

A spectral or frequency domain version of the method of proper orthogonal decomposition to studysteady-state dynamics \5()5C.I. Papadopoulos & IT. Georgiou

Comparison of substructuring methodologies in large scale mechanical models 1511C. Papalukopulos, D. Giagopulos, P. Metallidis & S. Nat.siavas

On quasi-stationary curving dynamics of a railway bogie '5.7H. True, T.G. Hansen & H. Lundell

Nonlinear normal modes and proper orthogonal decomposition in inertially-coupled nonlinear 1523conservative systemsF. Wang, A.K. Bajaj & I.T. Georgiou

Proceedings EURODYN 2005, Structural Dynamics XXI

EURODYN 2005, C. Soize & G.I. Schueller (eds)« 2005 Millpress, Rotterdam, ISBN 90 5966 033 1

Volume 3

5. Sessions

5.1 Active and passive control in structural dynamics

The role of optimal damping allocation to control torsional seismic response in asymmetric-plan 1533systemsL. Petti, M. De luliis & B. Palazzo

Overall assessment of reinforced concrete structures with energy dissipation devices 1539M.J. Falcao Silva, E. Coelho & A. Campos Costa

Modelling the operation of actuated complex flexible structures through large movements 1545D.T. Branson, P.S. Keogh & D.G. Tilley

Impact dampers for controlling structures excited by limited power supplies 1551R.M.L.R.F. Brasil, S.L.T. de Souza & J.M. Balthazar

Optimal kinetic energy dissipation using a fuzzy modal method 1557F. Matichard & L. Gaudiller

Fuzzy control of magnetorheological dampers in civil structures 1563C.M.D. Wilson & M.M. Abdullah

Large amplitude vibrations and modal sensing of intelligent thin piezolaminated structures 1569S. Lentzen & R. Schmidt

Optimal semi-active control of adjacent structures 1575M. De Angelis & E. Renzi

Reduction of bridge dynamic excitation through the use of advanced vehicle suspension systems 1581N.K. Harris, A. Gonzalez & E.J. OBrien

Shaking table testing of a steel frame structure with and without base control system 1587P. Nawrotzki, D. Jurukovski & Z. Rakicevic

Optimal robust design of Tuned Mass Damper for controlling torsional response ofasymmetric-plan systems 1593L. Petti, M. De luliis & B. Palazzo

Shaking table testing of a steel frame structure with and without tuned mass control system 1599D. Jurukovski, P. Nawrotzki & Z. Rakicevic

5.2 Bridge engineering

Comparison of different types of dampers in footbridge engineering 1607M. Pirner & S. Urushadze

Dynamic analysis of an innovative moveable pedestrian bridge 1613M. Wallner & M. Pircher

Semi-analytic solution for Kirchoff plates traversed by moving loads 16.9P. Museros, A.E. Martinez-Castro & A. Castillo-Linares

Computational modelling of the Jacu-Pessego cable-stayed bridge during rotation for final 1625positioningC.E.N. Mazzilli, M.L. Bucalem, J.C. Andre & D.L.C. Oiiveira

Proceedings EURODYN 2005, Structural Dynamics XXIII

Fundamental study of damage identification of bridge structures by using sound monitoring data 1631T. Obata, T. Hayashikawa.Y. Asaka & Y. Miyamori

Vibration measurements on existing single-span concrete railway viaducts in Austria 1637C. Rebelo, M. Heiden, M. Pircher & L. Simoes da Silva

Transverse variation of dynamic effects on beam-and-slab medium span bridges 1643P.H. Rattigan, A. Gonzalez, E.J. O'Brien & S.P. Brady

Distributed energy dissipation systems for stay cables 1649N. Cosentino & A. Benedetti

A uniform model for pedestrian induced loads for different types of motion - theory, 1655experimental tests and practical applicationC. Seller & S. Huttner

Dynamic analysis of Alcacer do Sal railway bridge 1661D. Ribeiro, R. Calcada & R. Delgado

Study of dynamic behavior of two road bridges and their numerical models 1669M. Poldk, T. Plachy, T. Rotter & P. Ryjdcek

Dynamic interaction of high-speed monorails trains and viaduct structures 1675/./. Ivanchenko

Dynamic behavior of steel arch bridges with buckling-restrained braces 16837! Usami & H. Ge

Time-domain identification of moving axle loads 1689T. Pinkaew

5.3 Computational methods in dynamics

Efficient STAR method to solve FE linear dynamic problem 1697P. Cavin, A. Gravouil, A.A. Lubrecht & A. Combescure

High-accuracy phase-space time integration with energy control 17035. Krenk

Adaptative finite element methods in nonlinear structural dynamics 1709S. Kizio & K. Schweizerhof

Numerical approach of Biot's equations for transient regimes: study of mechanical couplings 1715A. Mesgouez, G. Lefeuve-Mesgouez & A. Chambarel

An interval method for updating uncertain FE models 1721S. Gabriele, F. Brancaleoni c£ C. Valente

Efficient dynamic reanalysis of structures 1727U. Kitsch, M. Bogomolni & I. Sheinman

Discrete structural optimisation based on a mixed dual-energetic approach 1735S. Lambert. N. Rouhaddi & S. Cogan

Finite element analysis of the vibrations of waveguides and periodic structures 1741D. Duhamel. B.R. Mace & M.J. Brennan

Numerical investigation of contact/impact problems between deformable bodies 1747B. Magnain, Z.-Q Feng & J.-M. Cms

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5.4 Dynamical behavior and damage of materials

Numerical simulation of failure in metals based on irreversible thermodynamics 1755A.A. Lukyanov, J.R. Reveles & R. Vignjevic

Brittleness and micro damage evolution analysis of target impacted by projectile 1761T. Tsuta, Y. Yin & T. Iwamoto

Dynamic material properties of dual-phase and TRIP steels and constitutive equations 1767N. Peixinho & A. Pinho

The ballistic behaviour of mortars reinforced with ceramic particles : Influence of reinforcement 1773P. Forquin, A. Arias & R. Zaera

Blast-induced fracturing of hard rocks 1779A.D.R. Lima, C. Romanel & D. Roehl

Characterisation of particle dampers using restoring force surface technique 1785Q. Chen, K. Worden & J. Rongong

5.5 Earthquake engineering

Efficient analysis and design of RC cooling towers subjected to earthquake 1793C. Lang

Seismic analysis of reinforced concrete wall and frame interaction inconsideration of ductility 1799J. Krdlik, T. Varga & R. Tines

Torsional response of asymmetric buildings during earthquakes 1805D. Marusic & I. Perus

Modelling of the effects of construction deficiencies in the seismic response of reinforced concrete 1811

structuresS.L. Dimova & P. Negro

Optimization of irregular RC buildings under earthquake loading 1817M. Fragiadakis, N.D. Lagaros & M. Papadrakakis

High gain observer for the estimation of nonlinear restoring forces in shear buildings 1823F.J. Rivero-Angeles, R. Garrido, R. Martinez-Guerra & E. Gomez-Ramirez

Dynamic identification of shear wall buildings: influence of mass models and nonparametric mass

normalization on stiffness assessment 1829F. Garces, C. Genatios. M. Lafuente & A. Meharki

Behaviour of a metal framework subjected to seismic loads 1^35

V. Guyonvarh, G. Devesa, J.L. Flejou, J.-M. Rameau, C. de Larminat, N. Blay & J.-C. Queval

Experimental evaluation of the seismic performance of welded and threaded hospital piping 1841subassembliesE. Maragakis, E.R. Goodwin & A.M. Itani

Dynamic properties of existing RC buildings using measurements of ambient vibrations 1847

M. Navarro & C.S. Oliveira

Shake-table experiments of scaled and full-size. 2-story laminated timber frames with 1853

fiber-reinforced connectionsB. Kasal, A. Heiduschke, I. Jirovsky & S. Pospisil

Real scale pseudo-dynamic test for RC piers seismically retrofitted with laminated rubber bearings 1857

/./ . Kwahk, Y.J. Kim, J.W. Kwark & C.B. Cho

Proceedings EURODYN 2005, Structural Dynamics XXV

Pseudodynamic tests and substructuring of damageable structures 1863A. Souid, A. Delaplace, F. Ragueneau & R. Desmorat

A computational approach to the seismic interaction between adjacent buildings under 1869instabilizing effectsAst.A. Liolios, K.M. Abdalla, Ang.A. Liolios, A.K. Boglou & G.D. Karatasios

Stochastic characteristics of the true seismograms 1875C. Fischer & J. Ndprstek

Applying a new fast numerical method to elasto-dynamic transient kernels in HYBRID wave 1879propagation analysisB. Gatmiri & K. Dehghan

5.6 Identification of dynamical systems and inverse problems

Structural model identification using a multi-objective framework 1887K. Christodoulou & C. Papadimitriou

Prediction of substructure properties using decoupling procedures 1893W. DAmbrogio & A. Fregolent

A new technique for the identification of mechanical parameters of one-dimensional structural 1899elementsB.G. Lamonaca & D. Spina

A mixed experimental/numerical method for the identification of complex material parameters 1905based on FRF measurementsA. Moreau, E. Pagnacco, D. Lemosse, D. Borza & C. Gautrelet

Application of the virtual fields method to the identification of material properties using vibrating 1911platesA. Giraudeau, B. Guo & F. Pierron

Damping characterization by infrared thermography 1917S. Gorog-Ratle, M.P. Luong & J.C. Eytard

Experimental identification of K-space characteristics 1923O.A. Bareille, M.N. Ichchou, J. Berthaut & L. Jezequel

Free vibrations of damaged suspended cables including sag and bending stiffness effects 1929N. Bouaanani

Damage detection in rectangular plates by continuous two-dimensional wavelet transform 1935K. Wilde & M. Rucka

5.7 Mechanical engineering

Numerical modeling of dynamic rupture in metallic systems 1943B. Daudonnet, M. Mosnier, K. Woznica, J. Renard & F. Mercier

A few remarks about self-excited oscillation of a cleaning blade in a laser printer 1949M. Kasama, M. Yoshiz.awa, Y. Yu, T. Itoh & Y. Itoh

Insertion of a slim structure into a channel - Simulations and parametric analysis 1955H. Andriambololona, D. Bosselut & E. Longatte

Impact oscillation of a pantograph due to contact corrugation in a rigid trolley pantograph system 1961M. Toyota, M. Yoshizawa, T. Hirose, S. Horita & M. Aboshi

Effects of buckling on intrusion velocity behavior 1967K. Friedman. D. Mihora & J. Hutchinson

XXVI © 2005 Millpress, Rotterdam, ISBN 90 5966 033 1

Eigenvalue analysis of mode-coupling in orthogonal metal cutting 1973A. Iturrospe, V. Atxa, J.M. Abete & I. Altuna

On the dynamic crash load efficiency of circular aluminum tubes 1979H.R. Zarei, M. Kroger & K. Popp

5.8 Nonlinear dynamics

Investigation of structural rotor-stator modal interaction in turbomachinery 1987M. Legrand, B. Peseux & C. Pierre

Sensitivity analysis of forced response for nonlinear structures with friction and gaps 1993E.P. Petrov

Choice of a contact model from frequency response functions 1999F. DAmbrosio, E. Chatelet & G. Jacquet

Nonlinear vibration effects, analysis of instability phenomena 2005J.-U. Thalheim, A.H. Heinen & U. Aps

Stability analysis of thin walled beams under periodic excitation 2011A. Paolone, F. Romeo & M. Vasta

Dynamic study of elastic beam systems under large motion 2017A. Barraco & M.Gh. Munteanu

Conversing integration of constrained geometrically nonlinear beam dynamics 2021S. Leyendecker, P. Steinmann & P. Betsch

Elliptic functions for resolution of the non-linear equation governing natural vibration of beam 2027with large displacementM. Bensafi, D. Nedjar, S.M. Elachachi & M. Hamane

Fractional calculus model of nonlinear damped vibrations of suspension bridges 2033Y.A. Rossikhin & M.V. Shitikova

5.9 Railway and highway track dynamics

Surface vibration generated by distributed moving load along beam inside the layer 2041Z. Hryniewicz

Vibrations induced by trams: Propagation, isolation and perception 2047M. Maldonado & D. Le Houedec

Prediction of dynamic loads beneath tunnels due to railway traffic 2053U. Gerstberger

Vibrations caused by train passages in metro tunnel compared with vibrations from surface 2059transportationK. Stxputa

Dynamical experiment and modeling of a ballasted railway track bank 2065A. AL Shaer, D. Duhamel, K. Sab, L.M. Cottineau, P. Hornych & L. Schmitt

Nonlinear analysis of railway under moving load 2071/. Kozar

Vibration of tracks with randomly distributed parameters 2077D. Younesian, M.H. Kargarnovin & E. Esmailzadeh

Coupling of moving, actively controlled maglev vehicles and guide way systems: Algorithm and 2083simulation5. Lutzenberger & C. Weifienfels

Proceedings EURODYN 2005, Structural Dynamics XXVII

Parameter calibration in the modelling of railway traffic induced vibrations by use of Burkan 2089F.M.B. Galanti. A. Koopman & G. Esposito

A boundary element formulation using polynomial shape functions for the efficient calculation of 2095traffic induced vibrationsS. Francois, G. Lombaert & G. Degrande

5.10 Stochastic dynamics and random vibrations

A further insight on the intrinsic mode function through stochastic analysis 2103G. Barone, M. Di Paola & A. Pirrotta

A modal correction method for the non-stationary random response of large FE systems 2109P. Cacciola, N. Maugeri & G. Muscolino

A spectral linearization technique in stochastic structural analysis 2115D. Daucher, M. Fogli & D. Clair

A Gaussian and non-Gaussian stochastic linearization of a non-linear oscillator governing equation 2121A. Culla

Uncertain rotating dynamical systems with cyclic geometry 2129E. Capiez-Lernout, C. Soize, J.-P. Lombard & C. Dupont

Stochastic vibrations of beams with uncertain parameters subject to any random load 2135K. Mazur-Sniady, P. Sniady & W. Zielichowski-Haber

Moment Lyapunov exponents of two-dimensional viscoelastic systems under bounded noiseexcitations 2141W.C. Xie&Q. Huang

Random rocking dynamics of a slender structure 2147A. Kovaleva

Stability of elastic and viscoelastic system under a stochastic parametric excitation 2153V.D. Potapov

5.11 Theory of dynamics and vibrations

Propagative approach for dispersion curve calculation: Multi-modal propagation and diffusion on 2161structure singularitiesM.N. Ichchou, O.A. Bareille, J.-M. Mencik & L. Jezequel

A hybrid solution for the diffusion equation applied to vibrating flexural plates 2167P. Hardy, D. Trentin, L. Jezequel & M.N. Ichchou

Complex modes superposition in non-classically damped structures 2171F. Cortes & M. Elejabarrieta

Linear vibrations of planar pre-stressed arches undergoing static bifurcations 2177D. Addessi, W. Lacarbonara & A. Paolone

Parameter-dependent matrix eigenvalue problems and their applications in structural dynamics 2183N. Wagner & L. Gaul

Intrinsic formulation of vibrations of curvilinear systems 2189J. Lerbet

A higher order dynamic theory for anisotropic thermoelastic plates 2193O.F. Yalcin, Y. Mengi & D. Turhan

The effective approach to the inhomogeneous media dynamics modeling 2199V.V. Kalinchuk, T.I. Belyankova & A. Tosecky

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5.12 Wind engineering

Structural optimization under wind load via simulated annealing 2207A.L. Materazzi & I. Venanzi

Lifetime-oriented modelling of wind-induced vibrations on vertical bridge tie rods 2213M. G a Iffy, A. Wellmann Jelic & D. Hartmann

Accounting for coherence in wind forces in finite element models 2219V. Denoel

CFD based evaluation of the serviceability conditions of a cable stayed bridge under wind load 2225A.V. Lopes, A. Cunha & L.M.C. Simoes

Time domain model for buffeting wind loads verified in full scale measurements 2231U. Peil & M. Clobes

Identification of a special class of removable guyed mast 2237M. Gioffre, V. Gusella & S. Morbidoni

Indices

Special sessions organizers index 2243

Authors index 2245

Proceedings EURODYN 2005, Structural Dynamics XXIX