FINAL PROGRAM Version: 23 August 2005

Sunday, September 4 200517:00 - 20:00 registration 19:00 - 20:00 welcome reception

Monday, September 5 2005from 8:00 registration

8:30 - 9:10 conference opening 9:10 - 9:50 plenary lecture 9:50 - 10:30 plenary lecture10:30 - 11:00 coffee break11:00 - 12:40 lectures in parallel sessions 12:40 - 14:00 lunch

14:00 - 14:40 semi-plenary lectures14:40 - 16:00 lectures in parallel sessions16:00 - 16:30 coffee break16:30 - 18:50 lectures in parallel sessions

Tuesday, September 6 2005

from 8:00 registration

8:10 - 8:50 semi-plenary lectures 8:50 - 10:30 lectures in parallel sessions10:30 - 11:00 coffee break11:00 - 12:40 lectures in parallel sessions

12:40 - 14:00 lunch 14:00 - 14:40 semi-plenary lectures14:40 - 16:20 lectures in parallel sessions16:20 - 16:50 coffee break16:50 - 18:50 lectures in parallel sessions

20:00 conference dinner

Wednesday, September 7 2005

from 8:00 registration

8:10 - 8:50 semi-plenary lectures 8:50 - 10:30 lectures in parallel sessions10:30 - 11:00 coffee break11:00 - 12:40 lectures in parallel sessions

12:40 - 14:00 lunch

14:00 - 14:40 semi-plenary lectures14:40 - 16:40 lectures in parallel sessions16:40 – 17:00 coffee break

17:00 - 17:15 conference closing

Mini-symposia (M) – Special Sessions (P) – Sessions (S)

Monday, September 5 2005__________________________________________________

M1 Ambiant vibrations and dynamic characterization (organized by F. Vestroni)M3 Experimental methods and structural monitoring (organized by A. Cunha)M4 Large bridge aerodynamics and aeroelastic phenomena – I (organized by C. Borri)M8 Recent advance in stochastic dynamics and applications (organized by Y. K. Wen & A. Naess)P1 Dynamic soil-structure interaction: prediction, evaluation and control (organized by H. Takemiya)P2 Fluid-structure interaction (organized by R. Ohayon)P3 Impulse loading and impact dynamics (organized by S. Potapov)S5 Earthquake engineering - IS7 Mechanical engineeringS9 Railway and highway track dynamics - IS10 Stochastic dynamics and random vibrations - IS11 Theory of dynamics and vibrations - I

Tuesday, September 6 2005__________________________________________________

M2 Dynamics in offshore engineering (organized by S. Haver)M4 Large bridge aerodynamics and aeroelastic phenomena – II (organized by C. Borri) - RT Round table on Innovative deck arrangements for large spans (moderator A. Larsen) - TV technical visit to the G. Eiffel wind tunnel history laboratory (guidance by J. Gandemer)M5 Man induced vibrations and related serviceability problems (organized by M. Kasperski)M9 Reliability of dynamical systems (organized by J.L. Beck)M10 Stochastic and reliability approaches to solve earthquake engineering problem (organized by T. Sato)M12 Uncertainty quantification and model validation (organized by F. Hemez)M13 Vibration of bridges due to moving loads and earthquake (organized by L. Frýba)M14 Vibration of structural elements (organized by M. Petyt)M15 Vibroacoustics and industrial applications (organized by L. Gagliardini & M. A. Hamdi)P4 Information technology in earthquake engineering (organized by A. Zerva & M. Piasecki)P5 Nonlinear dynamics and mode reduction of multi-body structural and mechanical systems (organized by I. Georgiou)S1 Active and passive control in structural dynamics - IS5 Earthquake engineering - IIS10 Stochastic dynamics and random vibrations - IIS11 Theory of dynamics and vibrations - II

Wednesday, September 7 2005________________________________________________________

M6 Multibody dynamics with flexible elements (organized by M. Géradin & J. Ambrosio)M7 Prediction of traffic vibration (organized by G. Waas)M11 Uncertain dynamical systems (organized by R. Ghanem)S1 Active and passive control in structural dynamics - IIS2 Bridge engineeringS3 Computational methods in dynamicsS4 Dynamical behavior and damage of materialsS5 Earthquake engineering - IIIS6 Identification of dynamical systems and inverse problemsS8 Nonlinear dynamicsS9 Railway and highway track dynamics - IIS12 Wind engineering

Monday, 05 September 2005

8:30Room 1

Conference Opening

9:10Room 1

Plenary Lecture 1Modal testing and/or modal analysis, D. J. Ewins, Imperial College, London (GB)

9:50Room 1

Plenary Lecture 2Fluid-structure interaction, R.Ohayon,CNAM, Paris (F)

10:30 Coffee breakRoom 1 Room 2 Room 3 Room 4 Room 5 Room 6 Room 7

11:00 S5-1 M3-1 S9-1 M8-1 P1-1 P2-1 S11-111:20 S5-2 M3-2 S9-2 M8-2 P1-2 P2-2 S11-211:40 S5-3 M3-3 S9-3 M8-3 P1-3 P2-3 S11-312:00 S5-4 M3-4 S9-4 M8-4 P1-4 P2-4 S11-412:20 S5-5 M3-5 S9-5 M8-5 P1-5 S11-5

12:40 Lunch14:00 Room 1- Semi Plenary Lecture : Reliability of dynamic systems using stochastic simulation, J.L.

Beck (USA)

Room 2- Semi Plenary Lecture : Large bridge aerodynamics: some recent results, C. Borri (I)

Room 1 Room 2 Room 3 Room 4 Room 5 Room 6 Room 714:40 M1-1 M3-6 M4-1 (14.40) M8-6 P1-6 P2-5 P3-115:00 M1-2 M3-7 M4-2 (15.05) M8-7 P1-7 P2-6 P3-215:20 M1-3 M3-8 M4-3 (15.30) M8-8 P1-8 P2-7 P3-315:40 M1-4 M3-9 M8-9 P1-9 P2-8 P3-4

16:00 Coffe Break16:30 M1-5 M3-10 M4-4 S10-1 P1-10 S7-1 P3-516:50 M1-6 M3-11 M4-5 S10-2 P1-11 S7-2 P3-617:10 M1-7 M3-12 M4-6 S10-3 P1-12 S7-3 P3-717:30 M1-8 M3-13 M4-7 S10-4 P1-13 S7-4 P3-817:50 M1-9 M3-14 M4-8 S10-5 P1-14 S7-5 P3-918:10 M1-10 M4-9 S7-6 P3-1018:30 M1-11 M4-10 S7-718:50 End20:00

M1 Ambiant vibrations and dynamic characterization (organized by F. Vestroni)M3 Experimental methods and structural monitoring (organized by A. Cunha)M4 Large bridge aerodynamics and aeroelastic phenomena – I (organized by C. Borri)M8 Recent advance in stochastic dynamics and applications (organized by Y. K. Wen & A. Naess)P1 Dynamic soil-structure interaction: prediction, evaluation and control (organized by H. Takemiya)P2 Fluid-structure interaction (organized by R. Ohayon)P3 Impulse loading and impact dynamics (organized by S. Potapov)S5 Earthquake engineering - IS7 Mechanical engineeringS9 Railway and highway track dynamics - IS10 Stochastic dynamics and random vibrations - IS11 Theory of dynamics and vibrations – I

Tuesday, 06 September 20058:10 Room 1- Semi Plenary Lecture : Hybrid representations for complex dynamical stochastic

systems: coupled non-parametric and parametric models, R. Ghanem (USA)

Room 2- Semi Plenary Lecture : Vibration analysis of finite periodic structures, M. Petyt (UK)

Room 1 Room 2 Room 3 Room 4 Room 5 Room 6 Room 78:50 M12-1 M13-1 M4-11 (08.50) M2-1 M5-1 M10-1 M15-19:10 M12-2 M13-2 M4-12 (09.15) M2-2 M5-2 M10-2 M15-29:30 M12-3 M13-3 M4-13 (09.40) M2-3 M5-3 M10-3 M15-39:50 M12-4 M13-4 M4-14 (10.05) M2-4 M5-4 M10-4 M15-410:10 M12-5 M13-5 M2-5 M5-5 M10-5 M15-510:30 Coffee break11:00 M12-6 M13-6 M4 -15 M2-6 M5-6 M10-6 M15-611:20 M12-7 M13-7 M4 -16 M2-7 M5-7 M10-7 M15-711:40 M12-8 M13-8 M4 -17 M2-8 M5-8 M10-8 M15-812:00 M12-9 M13-9 M4 -18 M2-9 M5-9 M10-9 M15-912:20 M12-10 M13-10 M4 -19 M2-10 M5-1012:40 Lunch14:00 Room 1- Semi Plenary Lecture : Overview of the numerical process in use for the NVH

design of vehicles, L. Gagliardini (F)

Room 2- Semi Plenary Lecture : Redundancy in performance evaluation and design of structures under seismic loads, Y. K. Wen (USA)

Room 1 Room 2 Room 3 Room 4 Room 5 Room 6 Room 714:40 M12-11 M13-11 M4-RT M9-1 M5-11 M14-1 M15-1015:00 M12-12 M13-12 M9-2 M5-12 M14-2 M15-1115:20 M12-13 M13-13 M9-3 M5-13 M14-3 M15-1215:40 M12-14 M13-14 M9-4 M5-14 M14-4 M15-1316:00 M12-15 M13-15 M9-5 M5-15 M14-516:20 M4-TV Coffee Break16:50 S1-1 S5-6 P4-1 M9-6 M5-16 M14-6 P5-117:10 S1-2 S5-7 P4-2 M9-7 M5-17 M14-7 P5-217:30 S1-3 S5-8 P4-3 S10-6 M5-18 M14-8 P5-317:50 S1-4 S5-9 P4-4 S10-7 S11-6 M14-9 P5-418:10 S1-5 S5-10 P4-5 S10-8 S11-7 M14-10 P5-518:30 S1-6 P4-6 S11-8 M14-11 P5-618:50 End20:00 Conference Dinner

M2 Dynamics in offshore engineering (organized by S. Haver)M4 Large bridge aerodynamics and aeroelastic phenomena – II (organized by C. Borri) - RT Round table on Innovative deck arrangements for large spans (moderator A. Larsen) - TV technical visit to the G. Eiffel wind tunnel history laboratory (guidance by J. Gandemer)M5 Man induced vibrations and related serviceability problems (organized by M. Kasperski)M9 Reliability of dynamical systems (organized by J.L. Beck)M10 Stochastic and reliability approaches to solve earthquake engineering problem (organized by T. Sato)M12 Uncertainty quantification and model validation (organized by F. Hemez)M13 Vibration of bridges due to moving loads and earthquake (organized by L. Frýba)M14 Vibration of structural elements (organized by M. Petyt)M15 Vibroacoustics and industrial applications (organized by L. Gagliardini & M. A. Hamdi)P4 Information technology in earthquake engineering (organized by A. Zerva & M. Piasecki)P5 Nonlinear dynamics and mode reduction of multi-body structural and mechanical systems (organized by I. Georgiou)S1 Active and passive control in structural dynamics - IS5 Earthquake engineering - IIS10 Stochastic dynamics and random vibrations - II

S11 Theory of dynamics and vibrations – II

Wednesday, 07 September 20058:10 Room 1- Semi Plenary Lecture : Partitioned formulation with localized Lagrange multipliers and

its applications, K.C. Park (USA)

Room 2- Semi Plenary Lecture : Design earthquake motions for railway facilities in JapanT. Sato (J)

Room 1 Room 2 Room 3 Room 4 Room 5 Room 6 Room 78:50 M6-1 M11-1 M7-1 S2-1 S3-1 S6-1 S8-19:10 M6-2 M11-2 M7-2 S2-2 S3-2 S6-2 S8-29:30 M6-3 M11-3 M7-3 S2-3 S3-3 S6-3 S8-39:50 M6-4 M11-4 M7-4 S2-4 S3-4 S6-4 S8-410:10 M6-5 M11-5 M7-5 S2-5 S3-5 S6-5 S8-510:30 Coffee break11:00 M6-6 M11-6 M7-6 S2-6 S3-6 S6-6 S8-611:20 M6-7 M11-7 M7-7 S2-7 S3-7 S6-7 S8-711:40 M6-8 M11-7 M7-8 S2-8 S3-8 S6-8 S8-812:00 M11-9 M7-9 S2-9 S3-9 S6-9 S8-912:20 M11-10 M7-10 S2-10

12:40 Lunch14:00 Room 1- Semi Plenary Lecture : Seismic vulnerability assessment and rehabilitation of

structures through pseudo-dynamic testing: large scale studies at the JRC-ELSA , M. Géradin (B)

Room 2- Semi Plenary Lecture : Structural dynamics as a part of an integrated engineering of vehicle attributes for DaimlerChrysler commercial vehicles, H. Möller (G)

Room 1 Room 2 Room 3 Room 4 Room 5 Room 6 Room 714:40 S5-11 M11-11 S9-6 S2-11 S1-7 S4-1 S12-115:00 S5-12 M11-12 S9-7 S2-12 S1-8 S4-2 S12-215:20 S5-13 M11-13 S9-8 S2-13 S1-9 S4-3 S12-315:40 S5-14 M11-14 S9-9 S2-14 S1-10 S4-4 S12-416:00 S5-15 S9-10 S1-11 S4-5 S12-516:20 S5-16 S1-12 S4-6 S12-616:40 Coffee Break17:00 Conference Closing17:15 End of the Conference

M6 Multibody dynamics with flexible elements (organized by M. Géradin & J. Ambrosio)M7 Prediction of traffic vibration (organized by G. Waas)M11 Uncertain dynamical systems (organized by R. Ghanem)S1 Active and passive control in structural dynamics - IIS2 Bridge engineeringS3 Computational methods in dynamicsS4 Dynamical behavior and damage of materialsS5 Earthquake engineering - IIIS6 Identification of dynamical systems and inverse problemsS8 Nonlinear dynamicsS9 Railway and highway track dynamics - IIS12 Wind engineering

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MONDAY, SEPTEMBER 5 2005_________________________________________________________________

PLENARY LECTURES - MORNING

09:10 – 09:50, Room 1, Plenary lecture 1Modal testing and/or modal analysis, D. J Ewins, Imperial College, London, UK

09:50 – 10:30, Room 1, Plenary lecture 2Fluid-structure interaction, R. Ohayon, CNAM, Paris, France

SEMI PLENARY LECTURES - AFTERNOON

14:00 – 14:40, Room 1, Semi Plenary Lecture Reliability of dynamic systems using stochastic simulation, J.L. Beck, California Institute of Technology, Pasadena, CA , USA

14:00 – 14:40, Room 2, Semi Plenary LectureLarge bridge aerodynamics: some recent results, C. Borri, University of Florence, Florence, Italy

MINI-SYMPOSIA (M), SPECIAL SESSIONS (P) AND SESSIONS (S) – MORNING AND AFTERNOON

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Monday, September 511:00 – 12:40, Room 1, Session S5: Earthquake engineering - I Chairs: S.L.Dimova, J. Králik

11:00 - 11:20 : S5-1 Efficient analysis and design of RC cooling towers subjected to earthquake C. Lang

11:20 - 11:40 : S5-2 Seismic analysis of reinforced concrete wall and frame interaction inconsideration of ductility J. Králik, T.Varga & R.Tínes

11:40 - 12:00 : S5-3 Torsional response of asymmetric buildings during earthquakes D. Marušić & I. Peruš

12:00 - 12:20 : S5-4 Modelling of the effects of construction deficiencies in the seismic response of reinforced concrete structures S.L.Dimova & P. Negro

12:20 - 12:40 : S5-5 Optimization of irregular RC buildings under earthquake loading M. Fragiadakis, N. D. Lagaros & M. Papadrakakis_________________________________________________________________________________________________________

Monday, September 514:40 – 18:50, Room 1, Mini-Symposium M1: Ambiant vibrations and dynamic characterization Organizer: F. Vestroni, University of Roma La Sapienza, Roma, Italy Chairs: F. Vestroni, J. Rodrigues

14:40 - 15:00 : M1-1 Wavelet analysis of the structural response under ambient excitation for modal identification T.M. Nguyen, P. Argoul & R. Ceravolo

15:00 - 15:20 : M1-2 Ambient vibration studies for dynamic characterization of a pedestrian bridge J. Dominguez & P. Galvin

15:20 - 15:40 : M1-3 Ambient vibration analysis and mitigation in the site of Villa Ruffo in Rome M. Breccolotti & A. L. Materazzi

15:40 - 16:00 : M1-4 Damage detection of a steel-concrete composite frame structure under severe seismic loading via the Inverse Eigensensitivity Method M. Molinari & O. S. Bursi

16:30 – 16:50 : M1-5 Volterra kernel identification from nonlinear structural response via instantaneous estimators R. Ceravolo, G. V. Demarie & A. De Stefano

16:50 – 17:10 : M1-6 Hybrid FEM-neural network approach for the identification of vibrating structural systems L. Facchini

17:10 – 17:30 : M1-7 Dynamic characteristics of a r.c. arch bridge from ambient vibration measurements and f.e. analysis C. Gentile

17:30 – 17:50 : M1-8 Recent developments in operational modal analysis B. Peeters & H.Van der Auweraer

17:50 – 18:10 : M1-9 Modal identification from ambient vibration tests on a cable-stayed bridge J. Rodrigues, M. Xu & L. O. Santos

18:10 – 18:30 : M1-10 Train-induced vibrations of masonry railway bridges V. Sepe, F. Vestroni, S. Vidoli, R. Mele & M. Tisalvi

18:30 – 18:50 : M1-11 Dynamic properties of the Painter Street Overpass at different levels of vibration C.E. Ventura, R. Brincker & P. Andersen _________________________________________________________________________________________________________

Monday, September 511:00 – 18:10, Room 2, Mini-Symposium M3: Experimental methods and structural monitoring Organizer: A. Cunha, University of Porto, Porto, Portugual Chairs: A. Cunha, R. Brincker

11:00 – 11:20 : M3-1 FEM updating of tall buildings using ambient vibration data C.E. Ventura, J.F. Lord & M. Turek, R. Brincker, P. Andersen & E. Dascotte

11:20 – 11:40 : M3-2 Damping identification in a stress-ribbon footbridge A. Cunha, E. Caetano, C. Moutinh & F. Magalhães

11:40 – 12:00 : M3-3 Experimental determination of dynamic properties of footbridges G. Sedlacek & C. Butz

12:00 – 12:20 : M3-4 Experimental and analytical assessment of bridge structures in Mexico: 15 years of experience R. Gomez-Martinez, D. Muria-Vila, R. Sanchez-Ramirez & J. A. Escobar-Sanchez

12:20 – 12:40 : M3-5 Vibration assessment of the International Guadiana Bridge E. Caetano, A. Cunha & F. Magalhães

14:40 – 15:00 : M3-6 Toward field videogrammetry of rivulets on bridge stay cables J.E. Campbell, J.T. Black, & S.W. Smith

15:00 – 15:20 : M3-7 Vibration measurement and analysis of a laboratory floor for high-resolution equipment M. Turek & C.E. Ventura

15:20 – 15:40 : M3-8 Vibration-based structural monitoring: measurements and data processing B. Peeters & H. Van der Auweraer

15:40 – 16:00 : M3-9 Monitoring the structural behaviour of the new Svinesund bridge R. Karoumi, G. James, F. Myrvoll, L. Lundh & R. Ronnebrant

16:30 – 16:50 : M3-10 IMO –WIND : An integrated monitoring system for offshore wind energy turbines R.G. Rohrmann & W. Rücker

16:50 – 17:10 : M3-11 Structural monitoring of the world largest span steel box-girder bridge R. C. Battista

17:10 – 17:30 : M3-12 Damage identification on the Tilff bridge by vibration monitoring using optical fiber strain sensors E. Reynders, G. De Roeck, A. Teughels & P.G. Bakir

17:30 – 17:50 : M3-13 Modal based fatigue monitoring of steel structures J. Graugaard-Jensen, R. Brincker, H. P. Hjelm & K. Munch

17:50 – 18:10 : M3-14 Structural and dynamic analysis of N. Sra. do Carmo church, Lagos Portugal P. Mendes, M. A. Baptista, L. Agostinho, S. Lagomarsino & J. P. Costa_______________________________________________________________________________________

Monday, September 511:00 – 12:40, Room 3, Session S9: Railway and highway track dynamics - I Chairs: D. Le Houédec, K. Stypuła

11:00 - 11:20 : S9-1 Surface vibration generated by distributed moving load along beam inside the layer Z. Hryniewicz

11:20 - 11:40 : S9-2 Vibrations induced by trams : propagation, isolation and perception M. Maldonado & D. Le Houédec

11:40 – 12:00 : S9-3 Prediction of dynamic loads beneath tunnels due to railway traffic U. Gerstberger

12:00 - 12:20 : S9-4 Vibrations caused by train passages in metro tunnel compared with vibrations from surface transportation K. Stypuła

12:20 – 12:40 : S9-5 Dynamical experiment and modeling of a ballasted railway track bank A. AL Shaer, D. Duhamel, K. Sab, L.M. Cottineau & P. Hornych & L. Schmitt

_________________________________________________________________Monday, September 514:40 – 18:50, Room 3, Mini-Symposium M4: Large bridge aerodynamics and aeroelastic phenomena - I Organizer: C. Borri, University of Florence, Florence, Italy Chairs: C. Borri, E. Simiu 14:40 – 15:05 : M4-1 Challenges in large bridge aerodynamic stability A. Larsen

15:05 – 15:30 : M4-2 Cable aerodynamics - galloping instability and the high speed vortex-induced vibration M. Matsumoto, T. Yagi, T. Oishi, Y.Adachi & Q. Liu

15:30 – 15:55 : M4-3 Re-thinking the classical scheme of very long suspension bridges under wind loading C. Borri, C. Costa, M. Majowiecki, L. Salvatori & P. Spinelli

16:30 – 16:50 : M4-4 Reynolds-number effects and their influence on flow induced vibrations G. Schewe

16:50 – 17:10 : M4-5 Determination of flutter derivatives for streamlined bodies by means of computational wind engineering D. Fransos, L. Bruno & N. Coste

17:10 – 17:30 : M4-6 From multimodal to bimodal approach to flutter G. Bartoli & C. Mannini

17:30 – 17:50 : M4-7 Wind turbulence effects for 2-D rectangular prisms at high Reynolds number A. D’Auteuil & G. L. Larose

17:50 – 18:10 : M4-8 On the identification of indicial functions from measured aeroelastic derivatives L. Salvatori & W. Zahlten

18:10 – 18:30 : M4-9 Large amplitude dry cable vibrations and its implication for rain-wind-induced vibrations D. Zuo & N.P. Jones

18:30 – 18:50 : M4-10 The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes E. T. de Grenet & F. Ricciardelli

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Monday, September 511:00 – 16:00, Room 4, Mini-Symposium M8: Recent advance in stochastic dynamics and applications Organizers: Y. K. Wen , University of Illinois, Urbana, ILL, MA, USA A. Naess, Norwegian University of Science and Technology, Trondheim Chairs: Y. K. Wen, A. Naess

11:00 – 11:20 : M8-1 Sensitivity of dynamic response to uncertainty in input and system properties M. Grigoriu

11:20 – 11:40 : M8-2 On the distribution of the peaks of the envelope of linear SDOF systems K. Kim & M.P. Mignolet

11:40 – 12:00 : M8-3 Short-memory Mori-Zwanzig models with application to the Kuramoto-Sivashinsky equation P. Stinis

12:00 – 12:20 : M8-4 Data and model uncertainties in complex aerospace engineering systems M. Pellissetti, E. Capiez-Lernout, H. Pradlwarter, G.I. Schuëller & C. Soize

12:20 – 12:40 : M8-5 Vulnerability of un-reinforced masonry buildings in Mid-America Y. K. Wen, K. W. Liao & Z. Li

14:40 – 15:00 : M8-6 Response statistics of nonlinear offshore structures by path integration A. Naess & H. C. Karlsen

15:00 – 15:20 : M8-7 Design of structural members in tall buildings: the interaction of modern wind tunnel testing, probabilistic structural dynamics, and multidirectional wind climatology

W.P. Fritz & E. Simiu

15:20 – 15:40 : M8-8 Conditional simulation of nonstationary random fields based on physical spectra S. Liao, A. Zerva & H. Morikawa

15:40 – 16:00 : M8-9 Design-point excitation for nonlinear random vibrations H. Koo, A. Der Kiureghian & K. Fujimura_________________________________________________________________________________________________________

Monday, September 516:30 – 18:10, Room 4, Session S10: Stochastic dynamics and random vibrations - I Chair: M. Di Paola

16:30 – 16:50 : S10-1 A further insight on the intrinsic mode function through stochasticanalysis G. Barone, M. Di Paola & A. Pirrotta

16:50 – 17:10 : S10-2 A modal correction method for the non-stationary random response of large FE systems P. Cacciola, N. Maugeri & G. Muscolino

17:10 – 17:30 : S10-3 A spectral linearization technique in stochastic structural analysis D. Daucher, M. Fogli & D. Clair

17:30 – 17:50 : S10-4 A Gaussian and non-Gaussian stochastic linearization of a non-linear oscillator governing equation A. Culla

17:50 – 18:10 : S10-5 Uncertain rotating dynamical systems with cyclic geometry E. Capiez-Lernout, C. Soize, J.-P. Lombard & C. Dupont____________________________________________________________________________________

Monday, September 511:00 – 18:10, Room 5, Special Session P1: Dynamic soil-structure interaction: prediction, evaluation and control Organizer: H. Takemiya, Okayama University, Tsushima Naka, Japan Chairs: 11:00 – 12:40 H. Takemiya, G.C. Manos 14:40 – 16:00 A. Santini, H. Takemiya 16:30 – 18:10 H. Grundmann, H. Takemiya

11:00 – 11:20 : P1-1 “Time-Frequency” domain analysis in nonlinear dynamic soil-structure interaction C. Obrembski, D. Clouteau & N. Greffet

11:20 – 11:40 : P1-2 3D dynamic soil–fluid–structure interaction analysis in the time domain O. von Estorff & C. Hagen

11:40 – 12:00 : P1-3 A coupled BEM/FEM approach for the numerical simulation of bridge structures P. Renault & K. Meskouris

12:00 – 12:20 : P1-4 Dynamic interaction of a plate elastically mounted on a tunnel H. Grundmann & K. Müller

12:20 – 12:40 : P1-5 Simplified models for the dynamic analysis of pile-soil structure interacting systems I. Caliò & A. Santini

14:40 – 15:00 : P1-6 Numerical simulation of the dynamic load plate test with the light falling weight device by means of the boundary element method I. Paulmichl, F. Kopf & C. Adam

15:00 – 15:20 : P1-7 Use of coupling and regulatory methods in soil-structure interaction for nuclear plants G. Devésa, V. Guyonvarh & D. Clouteau

15:20 – 15:40 : P1-8 Investigation of the interaction between neighboring model structures at the Euroseis-Test site G.C. Manos, P. Renault & A.G. Sextos

15:40 – 16:00 : P1-9 Simplified methods for wave propagation and soil-structure interaction: the dispersion of layered soil and the approximation of FEBEM results L. Auersch

16:30 – 16:50 : P1-10 Analysis of ground and viaduct structure vibrations with DSSI effects for Shinkansen high-speed train passage H. Takemiya & X. C. Bian

16:50 – 17:10 : P1-11 Ground vibration prediction and mitigation by WIB for traffic on continuous multi-span viaduct on soft site H. Takemiya, F. Chen & K. Ida

17:10 – 17:30 : P1-12 The effects of densification on the earthquake loading transmitted to a bridge P.A.L.F. Coelho, S.K. Haigh & S.P.G. Madabhushi

17:30 – 17:50 : P1-13 A comparison of the city-site effect for the case of Nice and Mexico City G. Lombaert & D. Clouteau

17:50 – 18:10 : P1-14 Numerical and experimental soil-structure-interaction of a bridge pier model at the Volvi-Greece European Test Site G.C. Manos, V. Kourtides, V. Soulis, A.G. Sextos, P. Renault & B. Yasin _______________________________________________________________________________________

Monday, September 511:00 – 16:00, Room 6, Special Session P2: Fluid-structure interaction Organizer: R. Ohayon, CNAM, Paris, France Chairs: 11:00 – 12:20 R. Ohayon 14:40 – 16:00 C. Birk, R. Ohayon

11:00 – 11:20 : P2-1 Flow simulation around a rotating circular cylinder using the vortex method T.Tsukiji & Y.Matsubara

11:20 – 11:40 : P2-2 Dynamic analysis of moored-buoy system under the action of regular waves P.K. Soni, J. Giesecke & A. Goyal

11:40 – 12:00 : P2-3 A time-domain model of a semi-infinite fluid-channel for dam reservoir interaction analyses C. Birk & P. Ruge

12:00 – 12:20 : P2-4 Estimation of the non linear effects in the response of a blast-loaded plate in contact with a fluid A. Langlet, G. Girault & J. Renard

14:40 – 15:00 : P2-5 A numerical method on breaking wave load on offshore wind turbines U. Peil & C. Corte

15:00 – 15:20 : P2-6 Fluid-structure interactions with large displacements modeling in civil engineering: Application to slender structures, tall buildings subjected to turbulent wind flows K. Zibouche, G. Mounajed &. J.M. Dupuy

15:20 – 15:40 : P2-7 Fluid models in LS-DYNA and their niteraction with structure in dynamic simulations M. Vesenjak, Z. Ren, S. Matthaei & H. Müllerschön

15:40 – 16:00 : P2-8 Fluid-structure interaction in a fuel tank with lumped masses under a thrust K.-S. Na & J.-H. Kim

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Monday, September 516:30 – 18:50, Room 6, Session S7: Mechanical engineering Chairs: M. Yoshizawa, D. Bosselut

16:30 – 16:50 : S7-1 Numerical modeling of dynamic rupture in metallic systems B. Daudonnet, M. Mosnier, K. Woznica, J. Renard & F. Mercier

16:50 – 17:10 : S7-2 A few remarks about self-excited oscillation of a cleaning blade in a laser printer M. Kasama, M. Yoshizawa, Y. Yu, T. Itoh & Y. Itoh

17:10 – 17:30 : S7-3 Insertion of a slim structure into a channel – Simulations and parametric analysis H. Andriambololona, D. Bosselut & E. Longatte

17:30 – 17:50 : S7-4 Impact oscillation of a pantograph due to contact corrugation in a rigid trolley pantograph system M. Toyota, M. Yoshizawa, T. Hirose, S. Horita & M. Aboshi

17:50 – 18:10 : S7-5 Effects of buckling on intrusion velocity behavior K. Friedman, D. Mihora & J. Hutchinson

18:10 – 18:30 : S7-6 Eigenvalue analysis of mode-coupling in orthogonal metal cutting A. Iturrospe, V. Atxa, J. M. Abete & I. Altuna

18:30 – 18:50 : S7-7 On the dynamic crash load efficiency of circular aluminum tubes H.R. Zarei, M. Kröger & K. Popp_______________________________________________________________________________________

Monday, September 511:00 – 12:40, Room 7, Session S11: Theory of dynamics and vibrations - I Chairs: N. Wagner, V.V. Kalinchuck

11:00 - 11:20 : S11-1 Propagative approach for dispersion curve calculation : multi-modal propagation and diffusion on structure singularities M. N. Ichchou, O. A. Bareille, J.- M. Mencik & L. Jézéquel

11:20 - 11:40 : S11-2 A hybrid solution for the diffusion equation applied to vibrating flexural plates P. Hardy, D. Trentin, L. Jézéquel & M. N. Ichchou

11:40 – 12:00 : S11-3 Complex modes superposition in non-classically damped structures F. Cortés & M. Elejabarrieta

12:00 – 12:20 : S11-4 Parameter-dependent matrix eigenvalue problems and their applications in structural dynamics N. Wagner & L. Gaul_______________________________________________________________________________________

Monday, September 514:40 – 18:30, Room 7, Special Session P3: Impulse loading and impact dynamics Organizer: S. Potapov, EDF Industry Branch, Clamart, France Chairs: 14:40 – 16:00 S. Potapov, J. Weerheijm 16:30 – 18:30 S. Potapov, F. Lin

14:40 – 15:00 : P3-1 Simulation strategy for impact against a reinforced concrete industrial building S. Moulin, P. Koechlin, S. Potapov & E. Champain

15:00 – 15:20 : P3-2 Reinforced concrete sections under dynamic bending moments and normal forces F. Lin, F. Stangenberg & P. Mark

15:20 – 15:40 : P3-3 Validation of contact-impact approaches for FEM software S. Lamarche, F. Voldoire, H. Ben Dhia & Ch. Zammali

15:40 – 16:00 : P3-4 FSI Simulation of a non-linear transient response of a pipeline to a pressure pulse S. Potapov & P. Galon

16:30 – 16:50 : P3-5 Severe impact dynamics of reinforced concrete structures R. J. James & J. Y. R. Rashid

16:50 – 17:10 : P3-6 Numerical damping of spurious oscillations: a comparison between bulk-viscosity and dissipative explicite algorithms. V. Grolleau, L. Mahéo & G. Rio

17:10 – 17:30 : P3-7 Identification of delaminations based on non-smooth vibrations I. Müller & P. Vielsack

17:30 – 17:50 : P3-8 Failure modes of reinforced concrete beams subjected to explosion loadings J. Weerheijm, E Oldenhof & L. J, Sluys

17:50 – 18:10 : P3-9 Deformation and tearing of circular plates subjected to impulsive loads N.K. Gupta, Nagesh & D.K. Sehgal

18:10 – 18:30 : P3-10 Consequences of the large commercial aircraft crash into the interim spent fuel storage facility J. Stepan & J. Maly

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TUESDAY, SEPTEMBER 6 2005 _________________________________________________________________

SEMI PLENARY LECTURES - MORNING

08:10 – 08:50, Room 1, Semi Plenary LectureHybrid representations for complex dynamical stochastic systems: coupled non-parametric and parametric models, R. Ghanem, University of Southern California, Los Angeles, CA, USA

08:10 – 08:50, Room 2, Semi Plenary LectureVibration analysis of finite periodic structures, M. Petyt, ISVR, University of Southampton,Southampton, UK

SEMI PLENARY LECTURES - AFTERNOON

14:00 – 14:40, Room 1, Semi Plenary Lecture Overview of the numerical process in use for the NVH design of vehicles, L. Gagliardini, PSA - Peugeot Citroen, Velizy Villacoublay, France

14:00 – 14:40, Room 2, Semi Plenary LectureRedundancy in performance evaluation and design of structures under seismic loads, Y. K. Wen, University of Illinois, Urbana, ILL, MA, USA

MINI-SYMPOSIA (M), SPECIAL SESSIONS (P) AND SESSIONS (S) – MORNING AND AFTERNOON

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Tuesday, September 608:50 – 16:20, Room 1, Mini-Symposium M12: Uncertainty quantification and model validation Organizer: F. Hemez, Los Alamos National Laboratory, Los Alamos, New Mexico, USA Chairs: 08:50 – 10:30 F. Hemez 11:00 – 12:40 A. Rutherford 14:40 – 16:20 J. Pepin

08:50 – 09:10 : M12-1 Verification and validation in computational solid mechanics and the ASME standards committee L. E. Schwer

09:10 – 09:30 : M12-2 A study of the collapse of spherical shells, part I : uncertainty quantification J.E. Pepin, B.H. Thacker & D.S. Riha

09:30 – 09:50 : M12-3 A study of the collapse of spherical shells, part II : model validation B.H. Thacker, P.C. McKeighan & J.E. Pepin

09:50 – 10:10 : M12-4 Uncertainty propagation through radial basis function networks. Part I : regression networks D. Chetwynd, K. Worden, G. Manson & S.G. Pierce

10:10 – 10:30 : M12-5 Uncertainty propagation through radial basis function networks. Part II: classification networks S.G. Pierce, K.Worden, G. Manson & D. Chetwynd

11:00 – 11:20 : M12-6 Application of a stochastic approach for the validation of spacecraft structural dynamic models A. Calvi & I. A. Petitti

11:20 – 11:40 : M12-7 Validation of a threaded assembly, part I : overview R. Maupin, J. Hylok, A. Rutherford & M. Anderson

11:40 – 12:00 : M12-8 Validation of a threaded assembly, part II : experiments J. Hylok, M. Rutherford, R. Maupin, M. Anderson & M. Groethe

12:00 – 12:20 : M12-9 Validation of a threaded assembly, part III : validation M. Rutherford, R. Maupin, J. Hylok, M. Anderson

12:20 – 12:40 : M12-10 Predictive modeling assessment of a crushable foam material F. M. Hemez

14:40 – 15:00 : M12-11 Classification using linear models with uncertain weights G. Manson, S.G. Pierce, K. Worden & D. Chetwynd

15:00 – 15:20 : M12-12 Damage prognosis solutions, Part I: Overview C. Farrar, F. M. Hemez, G. Park, T. Tippetts, B. Nadler, D. Allen, H. Sohn & J. Wait

15 :20 – 15:40 : M12-13 Damage prognosis solutions, Part II: Validation T. Tippetts, F. M. Hemez & T. O. Williams

15:40 – 16:00 : M12-14 A most probable point-based method for probabilistic vibration analysis of structures with uncertainties S.-Y. Lee, M. P. Castanier & C. Pierre

16:00 – 16:20 : M12-15 Integration of component-based and parametric reduced-order modeling methods for probabilistic vibration analysis and design G. Zhang, M. P. Castanier & C. Pierre_________________________________________________________________________________________________________

Tuesday, September 616:50 – 18:50, Room 1, Session S1: Active and passive control in structural dynamics - I Chairs: L. Petti, R.M.L.R.F. Brasil

16:50 – 17:10 : S1-1 The role of optimal damping allocation to control torsional seismic response in asymmetric-plan systems L. Petti, M. De Iuliis & B. Palazzo

17:10 – 17:30 : S1-2 Overall assessment of reinforced concrete structures with energy dissipation devices M. J. Falcão Silva, E. Coelho & A. Campos Costa

17:30 – 17:50 : S1-3 Modelling the operation of actuated complex flexible structures through large movements D.T. Branson, P.S. Keogh & D.G. Tilley

17:50 – 18:10 : S1-4 Impact dampers for controlling structures excited by limited power supplies R.M.L.R.F. Brasil, S.L.T. de Souza & J.M. Balthazar

18:10 – 18:30 : S1-5 Optimal kinetic energy dissipation using a fuzzy modal method F. Matichard & L. Gaudiller

18:30 – 18:50 : S1-6 Fuzzy control of magnetorheological dampers in civil structures C.M.D. Wilson & M.M. Abdullah_______________________________________________________________________________________

Tuesday, September 608:50 – 16:20, Room 2, Mini-Symposium M13: Vibration of bridges due to moving loads and earthquake Organizer: L. Frýba, Academic of Sciences of the Czech Republic, Prague Chairs: 08:50 – 10:30 L. Frýba, S.-D. Kwon. 11:00 – 12:40 H. Xia, T.M. Roberts. 14:40 – 16:20 L. Frýba, Y. Tanabe.

08:50 – 09:10 : M13-1 Dynamic interaction analysis of a Shinkansen train and the railway structure under seismic loads M. Tanabe, N. Matsumoto, H. Wakui, H. Okuda, M. Sogabe & Y. Tanabe

09:10 – 09:30 : M13-2 Vibration of suspended beams to moving loads and support motions J.D. Yau & L. Fryba

09:30 – 09:50 : M13-3 Cedypia 2000, a comprehensive analytical software for calculating high speed lines bridges F. Mancel

09:50 – 10:10 : M13-4 Dynamic analysis of continuous arch bridge across the Yellow River under high speed trains N. Zhang, H. Xia & G.J. Sun

10:10 – 10:30 : M13-5 Vibration of a coupled system beam and string under a moving force L. Fryba & C. Fischer

11:00 – 11:20 : M13-6 Dynamic responses of high-speed railway bridges in Korea J. W. Kwark, E. S. Choi, J.W. Lee & B. S. Kim

11:20 – 11:40 : M13-7 The bridge and vehicle interaction effects on modal parameters of bridge S.-D. Kwon, C.-Y. Kim, S.-P. Chang, M.-Y. Kim & H.-K. Kim

11:40 – 12:00 : M13-8 Dynamic bridge response for bridge-friendly truck J.Máca V. Šmilauer & M. Valášek

12:00 – 12:20 : M13-9 Soil-structure interaction and soil waves due to bridge crossing of high-speed train M. Millan & J. Dominguez

12:20 – 12:40 : M13-10 Train-track-bridge interaction: influence of track typology on structure dynamic performance S. Bruni, A. Collina & R. Corradi

14:40 – 15:00 : M13-11 Coupling vibration analysis for train-track-bridge system M. M. Gao & J. P. Pan

15:00 – 15:20 : M13-12 New results on the behaviour of ballasted tracks on bridge decks M. Baeßler & W. Rücker

15:20 – 15:40 : M13-13 Experimental study of railway bridges under high speed trains H. Xia, N. Zhang & G.J. Sun

15:40 – 16:00 : M13-14 Synchronised pedestrian lateral excitation of footbridges T.M. Roberts

16.00 – 16:20 : M13-15 Calculation of train-bridge dynamic interaction with different model J. Györgyi_________________________________________________________________________________________________________

Tuesday, September 616:50 – 18:30, Room 2, Session S5: Earthquake engineering - II Chairs: E. Maragakis, E. Gomez-Ramirez.

16:50 – 17:10 : S5-6 High gain observer for the estimation of nonlinear restoring forces in shear buildings F. J. Rivero-Angeles, R. Garrido, R. Martinez-Guerra & E. Gomez-Ramirez

17:10 – 17:30 : S5-7 Dynamic identification of shear wall buildings: influence of mass models and nonparametric mass normalization on stiffness assessment F. Garcés, C. Genatios, M. Lafuente & A. Mébarki

17:30 – 17:50 : S5-8 Behaviour of a metal framework subjected to seismic loads V. Guyonvarh, G. Devesa, J.-L. Flejou, J.-M. Rameau, C. de Larminat, N. Blay & J.-C. Queval

17:50 – 18:10 : S5-9 Experimental evaluation of the seismic performance of welded and threaded hospital piping subassemblies E. Maragakis, E.R. Goodwin & A.M. Itani

18:10 – 18:30 : S5-10 Dynamic properties of existing RC buildings using measurements of ambient vibrations M. Navarro & C.S. Oliveira

_______________________________________________________Tuesday, September 608:50 – 16:00, Room 3, Mini-Symposium M4: Large bridge aerodynamics and aeroelastic phenomena - II Organizer: C. Borri, University of Florence, Florence, Italy Chairs: 08:50 – 12:40 C. Borri, R. Hoeffer Moderator: 14:40 – 16:00 A. Larsen, COWI Consulting Engineers, Lyngby, Denmark Guidance: 16:00 – 19:00 J. Gandemer, CSTB, Nantes, France

08:50 – 09:15 : M4-11 Effects of parameter uncertainties on long-span bridge buffeting evaluation L. Caracoglia & N.P. Jones

09:15 – 09:40 : M4-12 Recent experiences on large multi-spanned bridges G. Grillaud & O. Flamand

09:40 – 10:05 : M4-13 Aerodynamic admittance of bridge decks: A proposal G. L. Larose

10:05 –10:25 : M4-14 An experimental device to investigate aerodynamics non linearities in bridge response to turbulent wind G. Diana, S. Bruni, D. Rocchi, F. Resta & M. Belloli

11:00 – 11:20 : M4-15 Buffeting analysis of a 700m steel cable-stayed bridge for the design of pylon foundation H.-K. Kim, S.-W. Choi, M.-Y. Kim, S.-D. Kwon & S.-S. Ahn

11:20 – 11:40 : M4-16 Aerodynamic admittance functions of bridge deck sections by CWE L. Bruno & F. Tubino

11:40 – 12:00 : M4-17 Vortex excitation of bridge hangers J. Sahlmen & R. Hoeffer

12:00 – 12:20 : M4-18 Turbulence effects on the aeroelastic stability of long span bridges V. Sepe & M. Vasta

12:20 – 12:40 : M4-19 Aeroelastic analysis in time domain: the stress-ribbon bridge M. Lazzari, R.Vitaliani & A. Saetta

14:40 – 16:20 : M4-RT Round table on Innovative deck arrangements for large spans Introduction: C. Borri, University of Florence, Florence, Italy. Moderator: A. Larsen, COWI Consulting Engineers, Lyngby, Denmark. Panelists: P. D’Asdia, Studio D’Asdia, Roma, Italy E. Vullo, Stretto di Messina, Italy. G. Grillaud, CSTB Nantes, France.. M. Majowiecki, Studio Majowiecki, Bologna, Italy G. Schewe, DLR - Institut für Aeroelastik, Göttingen, Germany. M. Virlogeux, Ponts et Chaussées, France.

16:20 – 19:20 : M4-TV Technical visit to the G. Eiffel wind tunnel history laboratory Guidance for the visit: J. Gandemer, CSTB, Nantes, France________________________________________________________________________________________________________

Tuesday, September 616:50 – 18:50, Room 3, Special Session P4: Information technology in earthquake engineering Organizers: A. Zerva & M. Piasecki, Drexel University, Philadelphia, PA, USA Chairs: A. Zerva, J. Bielak

16:50 – 17:10 : P4-1 The Italian network for seismic monitoring of structures: design, present level of realisation and further development M. Nicoletti, B. G. Lamonaca & D. Spina

17:10 – 17:30 : P4-2 Application of modal analysis and data compression techniques to structural health monitoring Y. Zhang & J. Li

17:30 – 17:50 : P4-3 Data and metadata modeling for the George E. Brown Jr. network for earthquake engineering simulation J.-P. Bardet, F. Liu & N. Mokaram

17:50 – 18:10 : P4-4 Seismic spatial array data analysis and dissemination ystem A. Zerva, M. Piasecki & V. Yargici

18:10 – 18:30 : P4-5 Simulation for determining the seismic performance of urban regions J. Bielak, A. Askan, A.Fernández, G.L. Fenves, B. Stojadinovic, J. Park, G. Petropoulos, T. Haupt, R. King & J. Meyer

18:30 – 18:50 : P4-6 High fidelity forward and inverse earthquake modeling in large basins V. Akçelik, V. J. Bielak, I. Epanomeritakis & O. Ghattas

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Tuesday, September 608:50 – 12:40, Room 4, Mini-Symposium M2: Dynamics in offshore engineering Organizer: S. Haver, Statoil, Norway Chairs: 08:50 – 10:30 S. Haver, C.M. Larsen. 11:00 – 12:40 F.G. Nielsen, A. J. Kalleklev. 08:50 – 09:10 : M2-1 Empirical model for the analysis of vortex induced vibrations of free spanning pipelines C. M. Larsen & K. Koushan

09:10 – 09:30 : M2-2 CFD approach to dynamics of long and slender bodies exposed to ocean current K. Herfjord, F.G. Nielsen & H.C. Meisingset

09:30 – 09:50 : M2-3 Dynamic response of pipeline in long free spans or multi-spans F. G. Nielsen & T. H. Søreide

09:50 – 10:10 : M2-4 Design implementation of multi-span VIV tests T. Søreide, T. Ilstad, G. Paulsen & F. G. Nielsen

10:10 –10:30 : M2-5 Dynamic behaviour of Kvitebjørn jacket structure – Numerical predictions versus full-scale measurements D. Karunakaran & S. Haver

11:00 – 11:20 : M2-6 A numerical load model for wave impact on slender vertical cylinders A. J. Kalleklev & A. Nestegård

11:20 – 11:40 : M2-7 A dynamic model for lifting heavy modules between two floating offshore structures R. R. T. van Dijk, A. A. Hendrik & L. Friisk

11-40 – 12:00 : M2-8 Structural reliability criteria for on-line control of marine risers

B. J. Leira & A. J. Sørensen

12:00 – 12:20 : M2-9 Black-Box modelling for the prediction of nonlinear riser dynamics under combined parametric and lateral excitation using the Volterra-Wiener theory N. I. Xiros & I. K. Chatjigeorgiou

12:20 – 12:40 : M2-10 Motion damping control of a heat exchanger on an LNG floater A. M. Rustad, A. J. Sørensen, K. Y. Pettersen & J. M. Godhavn_______________________________________________________________________________________

Tuesday, September 614:40 – 17:30, Room 4, Mini-Symposium M9: Reliability of dynamical systems Organizer: J. L. Beck, California Institute of Technology, Pasadena, CA , USA Chairs: J. L. Beck, G. I. Schuëller

14:40 – 15:00 : M9-1 Benchmark study on reliability estimation in higher dimensions of structural systems – An overview G. I. Schuëller, H. J. Pradlwarter, J. L. Beck, S. K. Au, L. S. Katafygiotis & R. Ghanem

15:00 – 15:20 : M9-2 Analytical reliability calculation of linear dynamical systems in higher dimensions A.A.Taflanidis & J.L. Beck

15:20 – 15:40 : M9-3 Structural synthesis of non-linear stochastic dynamical systems H.A. Jensen

15:40 – 16:00 : M9-4 Robust reliability-based optimization in structural dynamics using evolutionary algorithms C. Papadimitriou & E. Ntotsios

16:00 – 16:20 : M9-5 Large-scale structural reliability-based optimization under seismic loading M. Papadrakakis, N.D. Lagaros, M. Fragiadakis & Y. Tsompanakis

16:50 – 17:10 : M9-6 Reliability-based design and optimization of structures A. El-Hami & A. Mohsine

17:10 – 17:30 : M9-7 Reliability analysis of a dynamic contact in piezoelectric engine A. Mohsine, A. El-Hami & B. Radi_______________________________________________________________________________________

Tuesday, September 617:30 – 18:50, Room 4, Session S10: Stochastic dynamics and random vibrations - II Chairs: M. Grigoriu, W.C. Xie

17:30 – 17:50 : S10-6 Stochastic vibrations of beams with uncertain parameters subject to any random load K.Mazur-Sniady, P.Sniady & W.Zielichowski-Haber

17:50 – 18:10 : S10-7 Moment Lyapunov exponents of two-dimensional viscoelastic systems under bounded noise excitations W.C. Xie & Q. Huang

18:10 – 18:30 : S10-8 Stability of elastic and viscoelastic system under a stochastic parametric excitation V. D. Potapov

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Tuesday, September 608:50 – 17:50, Room 5, Mini-Symposium M5: Man induced vibrations and related serviceability problems Organizer: M. Kasperski, Ruhr-University Bochum, Bochum, Germany Chairs: 08:50 – 12:40 M. Kasperski, H. Rainer 14:40 – 17:50 A. Pavic, M. Kasperski

08:50 – 09:10 : M5-1 Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians A. D Pizzimenti & F. Ricciardelli

09:10 – 09:30 : M5-2 Random loads induced by walking C. Sahnaci & M. Kasperski

09:30 – 09:50 : M5-3 Numerical simulation of timber footbridges dynamic response under pedestrian loads C. Rebelo, J. H. Negrão & C. Rigueiro

09:50 – 10:10 : M5-4 Dynamic analysis of lively footbridge under everyday pedestrian traffic S. Živanović, A. Pavic, P. Reynolds & P. Vujović

10:10 – 10:30 : M5-5 Improved methodologies for the prediction of footfall-induced vibration. M.R. Willford & P. Young

11:00 – 11:20 : M5-6 Dynamic loads due to rhythmic human jumping and bobbing J. Sim, A. Blakeborough & M.S. Williams

11:20 – 11:40 : M5-7 The dynamic performance of sports stadia under crowd dynamic loading at concert events P. Reynolds & A. Pavic

11:40 – 12:00 : M5-8 A random load model for loads induced by coordinated movements of crowds E. Agu & M. Kasperski

12:00 – 12:20 : M5-9 Effect of structure flexibility on the representation of human jumping loads R.E. Harrison & J.R. Wright

12:20 – 12:40 : M5-10 Recommendations for design of grandstands subject to dynamic crowd excitation J. W. Dougill

14:40 – 15:00 : M5-11 Bouncing loads induced by an individual E. Duarte & T. Ji

15:00 – 15:20 : M5-12 Findings from a decade of tests examining the response of grandstands to human loading J. D. Littler

15:20 – 15:40 : M5-13 Investigation of the vibration behaviour of slim-floor composite slabs G. Sedlacek, B. Völling, C. Butz & C. Heinemeyer

15:40 –16:00 : M5-14 Overview of ISO 10137, "Serviceability of buildings against vibration" J.H. Rainer

16:00 – 16:20 : M5-15 Dynamic behaviour of a steel cable–stayed footbridge damped by TMD P. Karásek, P. Němec, M. Kalný, M. Polák, T. Plachý & M. Studničková

16.50 – 17:10 : M5-16 Experimental and numerical modal analysis of a lightweight composite slab supported by cellular beams D. Degrauwe & G. De Roeck

17:10 – 17:30 : M5-17 Office floor vibrations: modal parameter identification and vibration monitoring R. Cantieni & T. Biro

17:30 –17:50 : M5-18 The response of pedestrians to lively footbridges M. Kasperski_______________________________________________________________________________________

Tuesday, September 617:50 – 18:50, Room 5, Session S11: Theory of dynamics and vibrations - II Chairs: M.N. Ichchou

17:50 – 18:10 : S11-6 Intrinsic formulation of vibrations of curvilinear systems J.Lerbet

18:10 – 18:30 : S11-7 A higher order dynamic theory for anisotropic thermoelastic plates O. F. Yalcin, Y. Mengi & D. Turhan

18:30 – 18:50 : S11-8 The effective approach to the inhomogeneous media dynamics modeling V.V. Kalinchuk, T.I. Belyankova & A. Tosecky_______________________________________________________________________________________

Tuesday, September 608:50 – 12:40, Room 6, Mini-Symposium M10: Stochastic and reliability approaches to solve earthquake engineering problem Organizer: T. Sato, Wadesa University, Tokyo, Japan Chairs: 08:50 – 10:30 T. Sato, M. Papadrakakis. 11:00 – 12:40 M. Papadrakakis, T. Sato.

08:50 – 09:10 : M10-1 Nonlinear dynamic analysis of structures using spectral stochastic approach R. Honda & H. Murakami

09:10 – 09:30 : M10-2 Spectral stochastic finite element method for estimation of surface earthquake fault hazards M. Hori, K. Oguni & M. L. L. Wijerathne

09:30 – 09:50 : M10-3 Assessing the seismic vulnerability of structures with stochastic properties N.D. Lagaros, D.C. Charmpis & M. Papadrakakis

09:50 – 10:10 : M10-4 Fragility analysis using low discrepancy sequence I. Yoshida & T. Sato

10:10 – 10:30 : M10-5 Efficient algorithm to calculate fragility curve of structural systems taking into account uncertainty of structural characteristics T. Sato, I. Yoshida & M. Masumoto

11:00 –11:20 : M10-6 Deterministic and stochastic approach in estimating the reliability of civil-engineering structures submitted to earthquakes S. Hamza, G. Bonnet & P. Delmotte

11:20 – 11:40 : M10-7 Computational methods applied to the seismic margin assessment of power plants and equipments F. Voldoire

11:40 – 12:00 : M10-8 Including total site effects in spatially varying earthquake ground motion models K. Soyluk & R. S. Harichandran

12:00 – 12:20 : M10-9 Numerical experimentation of a new response spectrum method specific to non-classically damped systems. N. Lebib & M. K. Berrah_______________________________________________________________________________________

Tuesday, September 614:40 – 18:50, Room 6, Mini-Symposium M14: Vibration of structural elements Organizer: M. Petyt, ISVR, University of Southampton,Southampton, UK Chairs: 14:40 – 16:20 M. Petyt, M. Eisenberger 16:50 – 18-50 M. Petyt, M.P. Cartmell

14:40 – 15:00 : M14-1 Free vibration analysis of a spinning Timoshenko beam using the dynamic stiffness method H. Su & J.R. Banerjee

15:00 – 15:20 : M14-2 Exact dynamic stiffness matrix of thin-walled curved beams subjected to initial axial forces M.Y. Kim, H.K. Kim, S.D. Kwon, N.I. Kim & C.C. Fu

15:20 – 15:40 : M14-3 Veering phenomena in cable-stayed bridge dynamics V. Gattulli, L. Nicolucci & M. Lepidi

15:40 – 16:00 : M14-4 A perturbation approach to curve veering phenomena in the frequency matching of multi-axis ring modes A.K. Rourke, C.H.J. Fox & S. McWilliam

16:00 – 16:20 : M14-5 Vibrations of a box structure under multi-axis harmonic excitation E.Lyda, K.Volbart & M.P.Cartmell

16:50 – 17:10 : M14-6 Dynamic response of a plate on elastic foundation under the action of landing airplane forces T.G. Konstantakopoulos, J.M. Petalas & G.T. Michaltsos

17:10 – 17:30 : M14-7 Wave propagation in periodic elastic cylindrical shells filled with fluid S.V. Sorokin & O.A. Ershova

17:30 – 17:50 : M14-8 Free vibrations analysis of multilayered plates: mixed against displacement-based formulations A. Messina

17:50 – 18:10 : M14-9 Vibration frequencies of functionally graded cylindrical and conical shells M. Eisenberger & E. Efraim

18:10 – 18:30 : M14-10 Energetics of a moving object on a long elastic structure A.V. Metrikine

18:30 – 18:50 : M14-11 Experiments on chaotic oscillations of a shallow arch deformed by an initial axial displacement S. Maruyama, K. Nagai & T. Yamaguchi_________________________________________________________________________________________________________

Tuesday, September 608:50 – 16:00, Room 7, Mini-Symposium M15: Vibroacoustics and industrial applications Organizers: L. Gagliardini, PSA - Peugeot Citroen, Velizy Villacoublay, France M. A. Hamdi, Université de Technologie de Compiègne, Compiègne, France Chairs: 08:50 – 10:30 L. Gagliardini, P.J. Shorter. 11:00 – 12:20 M.A. Hamdi, L. Gagliardini. 14:40 – 16:00 P.J. Shorter, M.A. Hamdi.

08:50 – 09:10 : M15-1 Simulation of vibroacoustic problem using coupled FE/BE formulation A. Alia & M. Souli

09:10 – 09:30 : M15-2 Sound radiation from poroelastic materials N. Atalla, C. K. Amédin & F.C. Sgard

09:30 – 09:50 : M15-3 Analysis of vibro-acoustic performances of a fully trimmed vehicle using an innovative sub-system solving approach facilitating the cooperation between carmakers and sound-package suppliers M. A. Hamdi, C. Zhang, L. Mebarek, M. Anciant & B. Mathieux

09:50 – 10:10 : M15-4 Frequency responses of space structures excited by acoustic diffuse fields - Development of an automatic procedure coupling NASTRAN and RAYON A. Omrani, M. A. Hamdi & J. S. Prowald

10:10 – 10:30 : M15-5 Non-parametric modelling of vibroacoustic coupling interface uncertainties J.-F. Durand, L. Gagliardini, & C. Soize

11:00 – 11:20 : M15-6 Envelope vectorization: theory and applications to complex vibraocoustic systems A. Carcaterra & A. Sestieri & O. Giannini

11:20 – 11:40 : M15-7 Modeling structure-borne noise with the Hybrid FE-SEA method P.J. Shorter & R.S. Langley

11:40 – 12:00 : M15-8 Improving the vibroacoustic behaviour of an audio-speaker using viscoelastic damping treatment and BEM/FEM coupling G. Kergourlay

14:40 – 15:00 : M15-9 Modal analysis of an acoustic guitar : influence of free edge boundary conditions L. R. Rakotomanana, D. Parenthoine, M. S. Zekraoui & Y. Roussin

15:00 –15:20 : M15-10 A tool for an optimal design of the damping treatment and shape layout of automotive panels using genetic algorithms and FE D. Caprioli, C. Gaudino & L. Ferrali

15:20 – 15:40 : M15-11 Active structural acoustic control of a clamped-free beam by means of modal reduction A. Aizpuru & J.M. Abete

15:40 – 16:00 : M15-12 Evolutionary algorithms for simultaneous optimization of cars with respect to crashworthiness and NVH problems F.M.E. Duddeck________________________________________________________________________________________________________

Tuesday, September 616:50 – 18:50, Room 7, Special Session P5: Nonlinear dynamics and mode reduction of multi-body structural and mechanical systems Organizer: I. T. Georgiou, Naval Engineering Department of the National Technical University of Athens (NTUA), Athens, Greece Chairs: I. T. Georgiou, D. Le Nizerhy.

16:50 – 17:10 : P5-1 Self-excited torsion vibrations of symmetric structures V. Raduka

17:10 – 17:30 : P5-2 Chattering instabilities : study of a clutch system G. Chevallier, D. Le Nizerhy, F. Robbe Valloire & F. Macewko

17:30 – 17:50 : P5-3 A spectral or frequency domain version of the method of proper orthogonal decomposition to study steady-state dynamics C. I. Papadopoulos & I. T. Georgiou

17:50 – 18:10 : P5-4 Comparison of substructuring methodologies in large scale mechanical models C. Papalukopulos, D. Giagopulos, P. Metallidis & S. Natsiavas

18:10– 18:30 : P5-5 On quasi-stationary curving dynamics of a railway bogie H.True, T.G.Hansen & H.Lundell

18:30 – 18:50 : P5-6 Nonlinear normal modes and proper orthogonal decomposition in inertially-coupled nonlinear conservative systems F. Wang, A. K. Bajaj & I.T. Georgiou

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WEDNESDAY, SEPTEMBER 7 2005 _________________________________________________________________

SEMI PLENARY LECTURES - MORNING

08:10 – 08:50, Room 1, Semi Plenary LecturePartitioned formulation with localized Lagrange multipliers and its applications, K.C. Park, University of Colarado Boulder, CO, USA

08:10 – 08:50, Room 2, Semi Plenary LectureDesign earthquake motions for railway facilities in Japan, T. Sato, Waseda University, Tokyo, Japan

SEMI PLENARY LECTURES - AFTERNOON

14:00 – 14:40, Room 1, Semi Plenary LectureSeismic vulnerability assessment and rehabilitation of structures through pseudo-dynamic testing: large scale studies at the JRC-ELSA, M. Géradin, JRC, Ispra, Italy

14:00 – 14:40, Room 2, Semi Plenary LectureStructural dynamics as a part of an integrated engineering of vehicle attributes for DaimlerChrysler commercial vehicles, H. Möller, DaimlerChrysler, CAE Commercial Vehicles, Stuttgart, Germany

MINI-SYMPOSIA (M), SPECIAL SESSIONS (P) AND SESSIONS (S) – MORNING AND AFTERNOON

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Wednesday, September 708:50 – 12:00, Room 1, Mini-Symposium M6: Multibody dynamics with flexible elements Organizers: M. Géradin, European Laboratory for Structural Assessment, JRC, Ispra, Italy J. Ambrosio, Instituto Superior Tecnico, IDMEC, Lisboa, Portugal Chairs: M. Géradin, O.A. Bauchau

08:50 – 09:10 : M6-1 Computer simulation of roller cone bit dynamics and its applications to bit design optimization S. Chen

09:10 – 09:30 : M6-2 Application of flexible joints in dynamically excited structure of damaged buildings A. Kwiecień, B. Zając, H. Ciurej & R. Pęcherski

09:30 – 09:50 : M6-3 Modeling friction phenomena in flexible multibody dynamics O. A. Bauchau

09:50 – 10:10 : M6-4 Two-level model-based control of exible multibody systems C.L. Bottasso, A. Croce & D. Leonello

10:10 – 10:30 : M6-5 Optimization of flexible multibody systems with composite materials: Sensitivity analysis and optimization procedures M. A. Neto, R. P. Leal & J. Ambrósio

11:00 – 11:20 : M6-6 Optimization of flexible multibody systems with composite materials: Application to the study of a slider-crank mechanism M. A. Neto, R. P. Leal & J. Ambrósio

11:20 – 11:40 : M6-7 On acceleration analysis in multibody dynamics D.P. Chevallier

11:40 – 12:00 : M6-8 Temporal identification in simulated flexible multibody system G.M. Gouveia, D. Lemosse, E. Pagnacco & E. Souza de Cursi_____________________________________________________________________________________________________________________

Wednesday, September 714:40 – 16:40, Room 1, Session S5: Earthquake engineering - III Chairs: Ast. A. Liolios, B. Kasal.

14:40 – 15:00 : S5-11 Shake-table experiments of scaled and full-size, 2-story laminated timber frames with fiber-reinforced connections B. Kasal, A. Heiduschke, I. Jirovsky & S. Pospisil

15:00 – 15:20 : S5-12 Real scale pseudo-dynamic test for RC piers seismically retrofitted with laminated rubber bearings I.J. Kwahk, Y.J. Kim, J.W. Kwark & C.B. Cho

15:20 – 15:40 : S5-13 Pseudodynamic tests and substructuring of damageable structures A. Souid, A. Delaplace, F. Ragueneau & R. Desmorat.

15:40 – 16:00 : S5-14 A computational approach to the seismic interaction between adjacent buildings under instabilizing effects Ast. A. Liolios, K. M. Abdalla, Ang. A. Liolios, A. K. Boglou & G.D. Karatasios

16:00 – 16:20 : S5-15 Stochastic characteristics of the true seismograms C. Fischer & J. Naprstek

16:20 – 16:40 : S5-16 Applying a new fast numerical method to elasto-dynamic transient kernels in HYBRID wave propagation analysis B. Gatmiri, K. Dehghan

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Wednesday, September 708:50 – 16:00, Room 2, Mini-Symposium M11: Uncertain dynamical systems Organizer: R. Ghanem, University of Southern California, Los Angeles, CA, USA Chairs: 08:50 – 10:30 R. Ghanem 11:00 – 12:40 D. Clouteau 14:40 – 16:00 S.F. Masri 08:50 – 09:10 : M11-1 Adaptive decomposition technique for uncertainty quantification O.P. Le Maïtre, H.N. Najm, O.M. Knio & R.G. Ghanem

09:10 – 09:30 : M11-2 Identification of probabilistic structural dynamics models: application to Soize’s non-parametric model M. Arnst, D. Clouteau & M. Bonnet

09:30 – 09:50 : M11-3 Optimization and reconstruction via the polynomial chaos R. W. Walters

09:50 – 10:10 : M11-4 Uncertainty quantification and model validation of a dynamic experimentation containment vessel B.H. Thacker, D.S. Riha, J.E. Pepin & E.A. Rodriguez

10:10 – 10:30 : M11-5 Construction of a probabilistic model for the soil impedance matrix using a non-parametric method R. Cottereau, D. Clouteau & C. Soize

11:00 – 11:20 : M11-6 Stochastic dynamics of complex uncertain systems by means of a conditional – Galerkin – RBF approach M. Betti, P. Biagini & L. Facchini

11:20 – 11:40 : M11-7 Identification of the state equation in uncertain nonlinear systems S. F. Masri , J. P. Caffrey, T. K. Caughey, A. W. Smyth & A. G. Chassiakos

11:40 – 12:00 : M11-8 Vibroacoustics of a cavity coupled with an uncertain composite panel C. Chen, D. Duhamel & C. Soize

12:00 – 12:20 : M11-9 The stochastic finite element method using the non-Gaussian Karhunen-Loeve decomposition M. Schevenels, G. Lombaert & G. Degrande

12:20 – 12:40 : M11-10 A least square extrapolation method for the a posteriori error estimate of CFD and heat transfer problem M. Garbey & C.Picard

14:40 – 15:00 : M11-11 Robust analysis of stochastic models in structural dynamics M. Guedri, N. Bouhaddi & R. Majed

15:00 – 15:20 : M11-12 Polynomial chaos enrichment for analyzing stochastic systems with clustered eigenvalues D. Ghosh & R. Ghanem

15:20 – 15:40 : M11-13 Worst-case scenario analysis for elliptic PDE’s with uncertainty I. Babuska, R. Tempone & F. Nobile

15:40 – 16:00 : M11-14 Exact solution for the dynamic analysis of uncertain structures in the frequency domain G. Falsone & G. Ferro

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Wednesday, September 708:50 – 12:40, Room 3, Mini-Symposium M7: Prediction of traffic vibration Organizer: G. Waas, Hochtief Construction AG, Frankfurt, Germany Chairs: H. Sadegh-Azar, S.A. Savidis 08:50 – 09:10 : M7-1 A practical method for the prediction of railway vibration W. Rücker, L. Auersch, U. Gerstberger & C. Meinhardt

09:10 – 09:30 : M7-2 Prediction of train traffic vibrations with an in situ train simulation C. Handel, M. Ralbovský & R. Geier

09:30 – 09:50 : M7-3 VIBRA-1-2-3 : A software package for ground borne vibration and noise prediction A. Ziegler

09:50 – 10:10 : M7-4 Transmission of vibrations through the ground and prediction of induced building vibrations H. Sadegh-Azar & H.G. Hartmann

10:10 – 10:30 : M7-5 Experimental validation of a BEM model for wave propagation problems P. Galvin& J. Dominguez

11:00 – 11:20 : M7-6 Reduction of railway-induced vibrations in the case of a house with 10 Hz floor eigenfrequency M. Ralbovský & R. Flesch

11:20 – 11:40 : M7-7 Measurements and numerical analysis of ground vibrations at DESY Hamburg J. Grabe & T. Bierer

11:40 – 12:00 : M7-8 Elastic elements reduce vibration emission – Some thoughts on insertion loss F. Müller-Boruttau & N. Breitsamter

12:00 – 12:20 : M7-9 The isolation of railway induced vibrations by means of resilient track elements G. Lombaert & G. Degrande

12:20 – 12:40 : M7-10 Slab track vibration and stress distribution induced by train passage S.A. Savidis & S. Bergmann_____________________________________________________________________________________________________________________

Wednesday, September 714:40 – 16:20, Room 3, Session S9: Railway and highway track dynamics - II Chairs: I. Kožar, S. Lutzenberger.

14:40 – 15:00 : S9-6 Nonlinear analysis of railway under moving load I. Kožar

15:00 – 15:20 : S9-7 Vibration of tracks with randomly distributed parameters D.Younesian, M.H. Kargarnovin & E. Esmailzadeh

15:20 – 15:40 : S9-8 Coupling of moving, actively controlled maglev vehicles and guide way systems : Algorithm and simulation S. Lutzenberger & C. Weißenfels

15:40 – 16:00 : S9-9 Parameter calibration in the modelling of railway traffic induced vibrations by use of Barkan F.M.B. Galanti, A. Koopman & G. Esposito

16:00 – 16:20 : S9-10 A boundary element formulation using polynomial shape functions for the efficient calculation of traffic induced vibrations S. François, G.Lombaert & G. Degrande_________________________________________________________________________________________________________

Wednesday, September 708:50 – 16:00, Room 4, Session S2: Bridge enginering Chairs: 08:50 – 10:30 T. Pinkaew, C. Rebelo. 11:00 – 12:40 I.I. Ivanchenko. 14:40 – 16:00 T. Usami, R. Calçada. 08:50 – 09:10 : S2-1 Comparison of different types of dampers in footbridge engineering M. Pirner & S. Urushadze

09:10 – 09:30 : S2-2 Dynamic analysis of an innovative moveable pedestrian bridge M. Wallner & M. Pircher

09:30 – 09:50 : S2-3 Semi-analytic solution for Kirchoff plates traversed by moving loads P. Museros, A.E. Martínez-Castro & A. Castillo-Linares

09:50 – 10:10 : S2-4 Computational modelling of the Jacu-Pêssego cable-stayed bridge during rotation for final positioning C.E.N. Mazzilli, M.L. Bucalem, J.C. André & D.L.C. Oliveira

10:10 – 10:30 : S2-5 Fundamental study of damage identification of bridge structures by using sound monitoring data T. Obata, T. Hayashikawa,Y. Asaka & Y. Miyamori

11:00 – 11:20 : S2-6 Vibration measurements on existing single-span concrete railway viaducts in Austria C. Rebelo, M. Heiden, M. Pircher & L. Simões da Silva

11:20 – 11:40 : S2-7 Transverse variation of dynamic effects on beam-and-slab medium span bridges P.H. Rattigan, A. Gonzalez, E.J. O’Brien & S.P. Brady

11:40 – 12:00 : S2-8 Distributed energy dissipation systems for stay cables N. Cosentino & A. Benedetti

12:00 – 12:20 : S2-9 A uniform model for pedestrian induced loads for different types of motion – theory, experimental tests and practical application C. Seiler & S. Hüttner

12:20 – 12:40 : S2-10 Dynamic analysis of Alcácer do Sal railway bridge D. Ribeiro, R. Calçada & R. Delgado

14:40 – 15:00 : S2-11 Study of dynamic behavior of two road bridges and their numerical models M. Polak, T. Plachy, T. Rotter & P. Ryjacek

15:00 – 15:20 : S2-12 Dynamic interaction of high-speed monorails trains and viaduct structures I.I. Ivanchenko

15:20 – 15:40 : S2-13 Dynamic behavior of steel arch bridges with buckling-restrained braces T. Usami & H. Ge

15:40 – 16:00 : S2-14 Time-domain identification of moving axle loads T. Pinkaew_________________________________________________________________________________________________________

Wednesday, September 708:50 – 12:20, Room 5, Session S3: Computational methods in dynamics Chairs: 08:50 – 10:30 D. Duhamel, U. Kirsch. 11:00 – 12:20 S. Krenk, S. Gabriele. 08:50 – 09:10 : S3-1 Efficient STAR method to solve FE linear dynamic problem P. Cavin, A. Gravouil, A.A. Lubrecht & A. Combescure

09:10 – 09:30 : S3-2 High-accuracy phase-space time integration with energy control S. Krenk

09:30 – 09:50 : S3-3 Adaptative finit element methods in nonlinear structural dynamics S. Kizio & K. Schweizerhof

09:50 – 10:10 : S3-4 Numerical approach of Biot’s equations for transient regimes: study of mechanical couplings A. Mesgouez, G. Lefeuve-Mesgouez & A. Chambarel

10 :10 – 10:30 : S3-5 An interval method for updating uncertain FE models S. Gabriele, F. Brancaleoni & C. Valente

11:00 – 11:20 : S3-6 Efficient dynamic reanalysis of structures U. Kirsch, M. Bogomolni & I. Sheinman

11:20 – 11:40 : S3-7 Discrete structural optimisation based on a mixed dual-energetic approach S. Lambert, N. Bouhaddi & S. Cogan

11:40 – 12:00 : S3-8 Finite element analysis of the vibrations of waveguides and periodic structures D. Duhamel, B.R. Mace & M.J. Brennan

12 :00 – 12:20 : S3-9 Numerical investigation of contact/impact problems between deformable bodies B. Magnain, Z.-Q Feng & J.-M. Cros_________________________________________________________________________________________________________

Wednesday, September 714:40 – 16:40, Room 5, Session S1: Active and passive control in structural dynamics - II Chairs: M. De Angelis, S. Lentzen. 14:40 – 15:00 : S1-7 Large amplitude vibrations and modal sensing of intelligent thin piezolaminated structures S. Lentzen & R. Schmidt

15:00 – 15:20 : S1-8 Optimal semi-active control of adjacent structures

M. De Angelis & E. Renzi

15:20 – 15:40 : S1-9 Reduction of bridge dynamic excitation through the use of advanced vehicle suspension systems N. K. Harris, A. Gonzalez & E. J. O’Brien

15:40 – 16:00 : S1-10 Shaking table testing of a steel frame structure with and without base control system P. Nawrotzki, D. Jurukovski & Z. Rakicevic

16:00 – 16:20 : S1-11 Optimal robust design of Tuned Mass Damper for controlling torsional response of asymmetric-plan systems L. Petti, M. De Iuliis, B. Palazzo

16:20 – 16:40 : S1-12 Shaking table testing of a steel frame structure with and without tuned mass control system D. Jurukovski, P. Nawrotzki & Z. Rakicevic_________________________________________________________________________________________________________

Wednesday, September 708:50 – 12:20, Room 6, Session S6: Identification of dynamical systems and inverse problems Chairs: 08:50 – 10:30 N. Bouaanani, K. Wilde. 11:00 – 12:20 W. D’Ambrogio, A. Fregolent.

08:50 – 09:10 : S6-1 Structural model identification using a multi-objective framework K. Christodoulou & C. Papadimitriou

09:10 – 09:30 : S6-2 Prediction of substructure properties using decoupling procedures W. D’Ambrogio & A. Fregolent

09:30 – 09:50 : S6-3 A new technique for the identification of mechanical parameters of one-dimensional structural elements B. G. Lamonaca & D. Spina

09:50 – 10:10 : S6-4 A mixed experimental/numerical method for the identification of complex material parameters based on FRF measurements A. Moreau, E. Pagnacco, D. Lemosse, D. Borza & C. Gautrelet

10:10 – 10:30 : S6-5 Application of the virtual fields method to the identification of material properties using vibrating plates A. Giraudeau, B. Guo & F. Pierron

11:00 – 11:20 : S6-6 Damping characterization by infrared thermography S. Gorog-Ratle, M.P. Luong & J.C. Eytard

11:20 – 11:40 : S6-7 Experimental identification of K-space characteristics O. A. Bareille, M. N. Ichchou, J. Berthaut & L. Jézéquel

11 :40 – 12:00 : S6-8 Free vibrations of damaged suspended cables including sag and bending stiffness effects N. Bouaanani

12:00 – 12:20 : S6-9 Damage detection in rectangular plates by continuous two-dimensional wavelet transform K. Wilde & M. Rucka_____________________________________________________________________________________________________________________

Wednesday, September 714:40 – 16:40, Room 6, Session S4: Dynamical behavior and damage materials Chairs: Q. Chen, T. Tsuta 14:40 – 15:00 : S4-1 Numerical simulation of failure in metals based on irreversible thermodynamics A. A. Lukyanov, J. R. Reveles & R. Vignjevic

15:00 – 15:20 : S4-2 Brittleness and micro damage evolution analysis of target impacted by projectile T. Tsuta, Y. Yin & T. Iwamoto

15:20 – 15:40 : S4-3 Dynamic material properties of dual-phase and TRIP steels and constitutive equations N. Peixinho & A. Pinho

15:40 – 16:00 : S4-4 The ballistic behaviour of mortars reinforced with ceramic particles : Influence of reinforcement P. Forquin, A. Árias & R. Zaera

16:00 – 16:20 : S4-5 Blast-induced fracturing of hard rocks A.D.R. Lima, C. Romanel & D. Roehl

16:20 – 16:40 : S4-6 Characterisation of particle dampers using restoring force surface technique

Q. Chen, K. Worden & J. Rongong_________________________________________________________________________________________________________

Wednesday, September 708:50 – 12:20, Room 7, Session S8: Nonlinear dynamics Chairs: 08:50 – 10:30 A. Barraco, M. V. Shitikova. 11:00 – 12:20 M. Vasta, E.P. Petrov.

08:50 – 09:10 : S8-1 Investigation of structural rotor-stator modal interaction in turbomachinery M. Legrand, B. Peseux & C. Pierre

09:10 – 09:30 : S8-2 Sensitivity analysis of forced response for nonlinear structures with friction and gaps E.P. Petrov

09:30 – 09:50 : S8-3 Choice of a contact model from frequency response functions F. D’Ambrosio, E. Chatelet & G. Jacquet

09:50 – 10:10 : S8-4 Nonlinear vibration effects, analysis of instability phenomena J.-U. Thalheim, A.H. Heinen & U. Aps

10:10 – 10:30 : S8-5 Stability analysis of thin walled beams under periodic excitation A. Paolone, F. Romeo & M. Vasta

11:00 – 11:20 : S8-6 Dynamic study of elastic beam systems under large motion A. Barraco & M. Gh. Munteanu

11:20 – 11:40 : S8-7 Conversing integration of constrained geometrically nonlinear beam dynamics S. Leyendecker & P. Steinmann

11:40 – 12:00 : S8-8 Elliptic functions for resolution of the non-linear equation governing natural vibration of beam with large displacement M. Bensafi, D. Nedjar, S.M Elachachi & M. Hamane

12:00 – 12:20 : S8-9 Fractional calculus model of nonlinear damped vibrations of suspension bridges Y. A. Rossikhin & M. V. Shitikova_________________________________________________________________________________________________________

Wednesday, September 714:40 – 16:40, Room 7, Session S12: Wind engineering Chair: M. Gioffré, A.V. Lopes 14:40 – 15:00 : S12-1 Structural optimization under wind load via simulated annealing A. L. Materazzi & I. Venanzi

15:00 – 15:20 : S12-2 Lifetime-oriented modelling of wind-induced vibrations on vertical bridge tie rods M. Galffy, A. Wellmann Jelic & D. Hartmann

15:20 – 15:40 : S12-3 Accounting for coherence in wind forces in finite element models V. Denoël

15:40 – 16:00 : S12-4 CFD based evaluation of the serviceability conditions of a cable stayed bridge under wind load A.V. Lopes, A. Cunha & L.M.C. Simões

16:00 – 16:20 : S12-5 Time domain model for buffeting wind loads verified in full scale measurements U. Peil & M. Clobes

16:20 – 16:40 : S12-6 Identification of a special class of removable guyed mast M. Gioffré, V. Gusella & S. Morbidoni