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