《环境振动新进展》共收入了于2013年11月8～10日在上海同济大学召开的第六届国际环境振动学术研讨会学术论文62篇，这些论文涉及地基中波的传播、环境振动的预测和模拟、环境振动的现场试验和监测、铁路轨道和车辆的动力学模拟、振动引起的沉降、车辆等引起的结构振动的监测与评价、减小移动车辆等引起的环境振动影响的措施和结构安全性及适用性评价等，基本反映了环境振动科技工作者两年来的理论研究和工程应用新进展。本书由高广运主编。

Preface

Scientific Committee

Local Organizing Committee

Part Ⅰ Keynote Lectures

Numerical Simulation of High-Speed Train Induced Ground Vibration for Non-Ballasted Railway on Embankment

Ambient Vibration Testing of a Large Truss Bridge with Optimal Sensor Placement

Dynamic Performance of Ballastless High-Speed Railways From a Full-Scale Accelerated Railway Testing (ART)

Dynamic Analysis of Train-Bridge System and Its Application to Bridge Design for High-Speed Railways in China

Part Ⅱ Wave Propagation in Soils

Influenced Factor of Site Information on the Environmental Ground Vibration

Analysis of Scattering Wave Field around a Cavity with Circular Cross-Section Embedded in Saturated Soil

Optimal Time-Frequency Distribution for Analyzing Non-Stationary Signal of Ground Vibration Induced by Subway

Grasp of Vibration Transfer Characteristics from Ground to Residential House Inside

 by Using the Developed Exciting System for Examination of Environmental Vibration

Harmonic Wave Diminution and Energy Scatter in a Planar Domain with Randomly Inhomogeneous Material Density

Part Ⅲ Prediction and Simulation Methods of Environmental Vibration

An Efficient Numerical Model for the Simulation of Vibrations Induced by Railway Traffic in Tunnels

Surface Response Analysis Excited by an Embedded Moving Load

Study of Vibration Impact on Historic Buildings Induced by Subway Trains in Spatial Overlapping Tunnels

Study on Comparison of Ground Vibrations Induced by Metro in Curved and Straight Sections

The Influence of Train Load positi0n on Panel Contribution to Acoustic Radiation of Viaduct Box-Beam in High Speed Railway

Theoretical Solution for Free Vibration of Simple-Supported Girder Bridge with Continuous Deck Slab

Simulation of Vibration of the Track-Embankment on Rigid Foundation Due to Moving Load by Using 2.5D Finite Element Method

Three Dimensional Vibration Effects of Foundation Induced by High-Speed Moving Loads

Numerical Analysis of Impact Forces Between a Light Truck and High-Speed Railway Bridge Pier

Part Ⅳ Field Measurement and Evaluation of Environmental Vibrations

The Influence of Soil Properties on the Ground Vibration Due to Railway Traffic

 and Other Sources-the Comparability of Different Sites

Field Testing Research on the Vibration Influence on the Historic and Old Buildings Induced by Metro Shield Construction

Train-Induced Subgrade Vibration Level by Field Experiments

In-situ Measurements and Analysis of Effects on Sensitive Instruments in Near-by

 Buildings Due to Vibrations Induced by Road Vehicles

Test and Evaluation of Vibration Environment in Low-lying Waiting Hall of High-Speed Railway

Study on the Characteristics of Rail Corrugation of Beijing Metro Based on In-situ Dynamic Tests

Field Tests and Analysis of Vibration Isolation on Typical Railway Ground Barriers

Vibration Measurement and Analysis for Buildings in a Certain Residential District

Study on the Vibration Caused by Subway Train and Its Effect on Existing Masonry Building

Cementitiously Stabilized Materials Using Ultrasonic Testing

The Research on the Dynamic Test of the Double Track Channel Beam

Vibration Test and Analysis of a High-Tech Electronics Plant in Suzhou

Part Ⅴ Soil-Structure Dynamic Interaction

Effect of Nonlinear Soil Behavior on Dynamic Soil-Structure Interaction

Dynamic Response of Cylindrical Lining in Poroelastic Saturated Half-space Soil Induced by Internal Loading

Dynamic Response of Vehicle-Bridge System Considering Soil-Structure Interaction

Dynamic Soil Pressure and Velocity of Slab Track-Subgrade in High-Speed Railway

A Simplified Solution for the Torsional Response of PCC Pile in Saturated Soil

Part Ⅵ Railroad Track and Vehicle Dynamics Modeling

Study on the Analytical Model of Coupled Vehicle and Track with Variable Speeds

3D Reconstruction Method to Analyze and Evaluation Ballast Gravels

Ground Vibration Analysis Caused by China Railway High-Speed with Track Geometric Irregularities

Computer-Vision Based 3D Discrete Element Modeling of Railroad Ballast

Study on Rail Corrugation Due to Train/Track Dynamic Interaction Based on in Situ Tests

Vibration Characteristics of Short Floating Slab Track in Metro Line

Vibration Analysis for Vehicle-Bridge Interaction by Duhamel Integral Method

Study on Wheel/Rail Acoustic Radiation of Trough Girder Bridge for Urban Rail Transit

Numerical Analysis on Reasonable Design of Physical Model of High Speed Railway

Mechanical Analysis of Rail Pad Subjected to Dynamic Load Caused by Train

Part Ⅶ Measures in Reducing Environmental Vibration

Analysis of Vibration Reduction Effect of Steel Spring Floating Slab Track with Finite Elements

Effectiveness of Under Sleeper Pads in Insulating the Train-Induced Ground Vibrations

Numerical Simulation of the Vibration Isolation Via a New Type of Pile Structure:the Linked Pile Row

In-situ Test and Numerical Evaluation of Active Vibration Isolation by WIB Under Horizontal Excitations

Three-dimensional Analysis of Active Isolation by Closed Square Open Trenches Using Grid Method

Experimental Study on Vibration and Sound Radiation Reduction of Ring Damping Wheels

Application of the Ballastless Track Vibration Damping System to Vibration Reduction of High-Speed Railway Tunnel

2-D Analysis of Open Trench as Active Barriers due to Point Load in Saturated Soil

Study on Ground Vibration Isolation by Open Trench in Layered Soils

Innovative Research and Application of FST--Prefabricated Slab

Part Ⅷ Assessment on Structural Safety and Serviceability

Dynamic Buckling Analysis" of an Arch Model

Calibration of Finite Element Model of Tall Buildings for Wind-Induced Serviceability Evaluation

A Resonance Case of High-rise Buildings and Industrial Machines

Accumulative Settlement of Saturated Silt Subgrade Under Cyclic Traffic-loading

Influence of Traffic-load Induced Principal Stress Rotation on the Accumulative Deformation and Pore Pressure of Soft Clay

Damage Detection of Metro Tunnel Structure Through Cross Correlation Analysis

Test on Rubber Isolator of Brick Masonry Rural Residential Building

Liquefaction Mechanism for Saturated Sand Around Underground Structure: Centrifuge Model Tests and Microstructural Analyses

Seismic Response of Geosynthetic-reinforced and Pile-supported Embankment Due to Oblique Incidence of Seismic Waves

Author Index