Part Ⅰ Keynote Lectures 3
Numerical Simulation of High-Speed Train Induced Ground Vibration for Non-Ballasted Railway on Embankment&M.H.Shao,W.M.Zhai,X.L.Song and K.Wei 3
Ambient Vibration Testing of a Large Truss Bridge with Optimal Sensor Placement&T.T.Bui,E.Reynders,G.Lombaert and G.De Roeck 15
Dynamic Performance of Ballastless High-Speed Railways From a Full-Scale Accelerated Railway Testing(ART)&X.C.Bian,H.G.Jiang,Y.M.Chen,R.P.Chen and J.Q.Jiang 31
Dynamic Analysis of Train-Bridge System and Its Application to Bridge Design for High-Speed Railways in China&N.Zhang,H.Xia and W.W.Guo 44
Part Ⅱ Wave Propagation in Soils 57
Influenced Factor of Site Information on the Environmental Ground Vibration&K.Hayakawa,K.Tanaka and S.Honda 57
Analysis of Scattering Wave Field around a Cavity with Circular Cross-Section Embedded in Saturated Soil&B.Xu,M.Q.Xu and Z.F.Xia 76
Optimal Time-Frequency Distribution for Analyzing Non-Stationary Signal of Ground Vibration Induced by Subway&B.Zhang,G.Zong,W.T.Li and T.T.Shan 81
Grasp of Vibration Transfer Characteristics from Ground to Residential House Inside by Using the Developed Exciting System for Examination of Environmental Vibration&S.Kuninatsu,Y.Kitamura,Y.Hirao and K.Ohta 88
Harmonic Wave Diminution and Energy Scatter in a Planar Domain with Randomly Inhomogeneous Material Density&J.Náprstek,C.Fischer and J.D.Yau 94
Part Ⅲ Prediction and Simulation Methods of Environmental Vibration 105
An Efficient Numerical Model for the Simulation of Vibrations Induced by Railway Traffic in Tunnels&P.Lopes,P.A.Costa,R.Cal？ada and A.S.Cardoso 105
Surface Response Analysis Excited by an Embedded Moving Load&T.Qian,M.Ma 119
Study of Vibration Impact on Historic Buildings Induced by Subway Trains in Spatial Overlapping Tunnels&M.Ma,W.N.Liu,Y.Yuan,C.Y.Qian and G.H.Deng 127
Study on Comparison of Ground Vibrations Induced by Metro in Curved and Straight Sections&Y.Yuan,W.N.Liu,W.F.Liu,Z.Z.Wu and L.X.Ma 134
The Influence of Train Load Position on Panel Contribution to Acoustic Radiation of Viaduct Box-Beam in High Speed Railway&X.A.Zhang,X.W.Yang,G.T.Shi and H.T.Sun 142
Theoretical Solution for Free Vibration of Simple-Supported Girder Bridge with Continuous Deck Slab&C.W.Zhan,Y.Ding,Q.Huang and X.F.Lin 149
Simulation of Vibration of the Track-Embankment on Rigid Foundation Due to Moving Load by Using 2.5D Finite Element Method&Q.S.Feng,L.Zhang 154
Three Dimensional Vibration Effects of Foundation Induced by High-Speed Moving Loads&F.C.Xue,J.M.Zhang 161
Numerical Analysis of Impact Forces Between a Light Truck and High-Speed Railway Bridge Pier&K.P Cui,H.Xia,S.M.Liu and Z.M.Hou 168
Part Ⅳ Field Measurement and Evaluation of Environmental Vibrations 175
The Influence of Soil Properties on the Ground Vibration Due to Railway Traffic and Other Sources—the Comparability of Different Sites&L.Auersch,S.Said 175
Field Testing Research on the Vibration Influence on the Historic and Old Buildings Induced by Metro Shield Construction&X.Wang,X.Han 187
Train-Induced Subgrade Vibration Level by Field Experiments&Z.Y.Wang,X.Z.Ling,L.H.Tian,L.Geng,B.H.Maula and Z.Y.Zhu 194
In-situ Measurements and Analysis of Effects on Sensitive Instruments in Near-by Buildings Due to Vibrations Induced by Road Vehicles&Z.Z.Wu,W.N.Liu and W.F.Liu 201
Test and Evaluation of Vibration Environment in Low-lying Waiting Hall of High Speed Railway&J.Yin,Y.Q.Yang and P.H.Liu 207
Study on the Characteristics of Rail Corrugation of Beijing Metro Based on In-situ Dynamic Tests&Z.Z.Wu,W.N.Liu,H.G.Zhang and L.L.Du 212
Field Tests and Analysis of Vibration Isolation on Typical Railway Ground Barriers&C.L.Sun,L.Gao and C.L.Sun 218
Vibration Measurement and Analysis for Buildings in a Certain Residential District&B.Huang,P.F.He,J.Wang and T.D.Xia 225
Study on the Vibration Caused by Subway Train and Its Effect on Existing Masonry Building&Q.Xia,W.J.Qu 231
Cementitiously Stabilized Materials Using Ultrasonic Testing&Z.P.Su 240
The Research on the Dynamic Test of the Double Track Channel Beam&G.J.Sun,C.Li 249
Vibration Test and Analysis of a High-Tech Electronics Plant in Suzhou&Z.Jiang,G.Y.Gao,J.Song,L.Zeng and S.J.Feng 254
Part Ⅴ Soil-Structure Dynamic Interaction 263
Effect of Nonlinear Soil Behavior on Dynamic Soil-Structure Interaction&X.R.Yan,J.Yang 263
Dynamic Response of Cylindrical Lining in Poroelastic Saturated Half-space Soil Induced by Internal Loading&Y.Wang,G.Y.Gao,J.Lin and M.Gao 270
Dynamic Response of Vehicle-Bridge System Considering Soil-Structure Interaction&Z.H.Zhu,B.Guan,Y.L.Zhu and Z.H.Zhu 277
Dynamic Soil Pressure and Velocity of Slab Track-Subgrade in High-Speed Railway&R.P.Chen,X.Zhao,X.C.Bian and Y.M.Chen 287
A Simplified Solution for the Torsional Response of PCC Pile in Saturated Soil&C.J.Zheng,X.M.Ding,H.L.Liu and Q.Fu 292
Part Ⅵ Railroad Track and Vehicle Dynamics Modeling 303
Study on the Analytical Model of Coupled Vehicle and Track with Variable Speeds&K.F.Li,W.N.Liu,Z.W.Han and V.Markine 303
3D Reconstruction Method to Analyze and Evaluation Ballast Gravels&X.C.Bian,G.Y.Li 314
Ground Vibration Analysis Caused by China Railway High-Speed with Track Geometric Irregularities&G.Q.Chen,G.Y.Gao,Q.S.Chen and C.B.Yang 320
Computer-Vision Based 3D Discrete Element Modeling of Railroad Ballast&W.Li,X.C.Bian and E.Tutumluer 328
Study on Rail Corrugation Due to Train/Track Dynamic Interaction Based on in Situ Tests&H.G.Zhang,W.N.Liu and K.F.Li 337
Vibration Characteristics of Short Floating Slab Track in Metro Line&X.W.Yang,S.L.Lian 344
Vibration Analysis for Vehicle-Bridge Interaction by Duhamel Integral Method&H.Qiao,H.Xia,X.T.Du and Q.Cheng 351
Study on Wheel/Rail Acoustic Radiation of Trough Girder Bridge for Urban Rail Transit&K.B.Li,N.Zhang and H.Xia 357
Numerical Analysis on Reasonable Design of Physical Model of High Speed Railway&C.Cheng,J.Q.Jiang and X.C.Bian 363
Mechanical Analysis of Rail Pad Subjected to Dynamic Load Caused by Train&H.F.Dai,G.Y.Gao,J.Song and L.Zeng 370
Part Ⅶ Measures in Reducing Environmental Vibration 381
Analysis of Vibration Reduction Effect of Steel Spring Floating Slab Track with Finite Elements&X.Y.Lei,C.D.Jiang 381
Effectiveness of Under Sleeper Pads in Insulating the Train-Induced Ground Vibrations&Y.Q.Cai,Z.G.Cao 390
Numerical Simulation of the Vibration Isolation Via a New Type of Pile Structure:the Linked Pile Row&J.F.Lu,X.Zhang 399
In-situ Test and Numerical Evaluation of Active Vibration Isolation by WIB Under Horizontal Excitations&G.Y.Gao,N.Li,S.Y.Li and J.G.Zheng 408
Three-dimensional Analysis of Active Isolation by Closed Square Open Trenches Using Grid Method&H.Xiong,G.Y.Gao and H.Q.Zhang 418
Experimental Study on Vibration and Sound Radiation Reduction of Ring Damping Wheels&J.Han,X.B.Xiao,R.Q.Wang,X.S.Jin,X.J.Yin and X.L.Gao 430
Application of the Ballastless Track Vibration Damping System to Vibration Reduction of High-Speed Railway Tunnel&J.S.Dai,Q.Y.Li and L.Tang 439
2-D Analysis of Open Trench as Active Barriers due to Point Load in Saturated Soil&G.Shi,G.Y.Gao,Y.C.Guo and T.H.Zhou 445
Study on Ground Vibration Isolation by Open Trench in Layered Soils&G.Y.Gao,H.Zhao,J.Song and C.B.Yang 454
Innovative Research and Application of FST—Prefabricated Slab&J.L.Wang,G.F.Chen and J.Wang 462
Part Ⅷ Assessment on Structural Safety and Serviceability 471
Dynamic Buckling Analysis of an Arch Model&Y.L.Pi,M.A.Bradford,Y.L.Guo and C.Dou 471
Calibration of Finite Element Model of Tall Buildings for Wind-Induced Service-ability Evaluation&M.Liu,W.P.Xie,W.He and H.Liu 479
A Resonance Case of High-rise Buildings and Industrial Machines&P.Zhao 487
Accumulative Settlement of Saturated Silt Subgrade Under Cyclic Traffic-loading&X.Xu,H.G.Jiang,X.C.Bian and Y.M.Chen 493
Influence of Traffic-load Induced Principal Stress Rotation on the Accumulative Deformation and Pore Pressure of Soft Clay&J.H.Xiao,S.Q.Xu and K.Wei 502
Damage Detection of Metro Tunnel Structure Through Cross Correlation Analysis&L.Feng,X.Y.Xie 508
Test on Rubber Isolator of Brick Masonry Rural Residential Building&X.M.Zhou,S.Z.Shi and P.Xu 517
Liquefaction Mechanism for Saturated Sand Around Underground Structure:Centrifuge Model Tests and Microstructural Analyses&Z.H.Wang,J.Zhou and X.L.Chen 522
Seismic Response of Geosynthetic-reinforced and Pile-supported Embankment Due to Oblique Incidence of Seismic Waves&F.Wang,G.Y.Gao,F.Liu,X.J.Gao,G.Shi and T.H.Zhou 530
Author Index 536