高铁技术系列丛书 高速铁路车桥耦合动力学理论与应用 英文版
作者：夏禾，张楠，郭薇薇
出版时间： 2018年版
丛编项： 高铁技术系列丛书
内容简介
《高速铁路车桥耦合动力学》在总结近十年来我国高速铁路工程理论和实践基础上，系统归纳了适应中国高速铁路特点的车桥动力相互作用的研究理论及研究方法，全面分析了轨道不平顺、强风、地震、撞击、桥梁准静态变形及桥梁基础劣化等外界因素对车桥耦合动力体系的影响及其理论分析方法，并提供了大量具有代表性的工程实例和关键技术参数

目录
1 Introduction
1.1 High-Speed Railways in China
1.1.1 Development of High-Speed Railways
1.1.2 Development of High-Speed Railways in China
1.2 Overview of HSR Bridges in China
1.2.1 Characteristics of HSR Bridges in China
1.2.2 Key Technologies of HSR Bridge Construction in China
1.2.3 Common-Span HSR Bridges
1.2.4 Long-Span HSR Bridges
1.2.5 Application of Train-Bridge Dynamic Analysis to HSR Design in China
1.3 Vibration Problems of Railway Bridges
1.3.1 Bridge Vibration Induced by Wind Load
1.3.2 Bridge Vibration Due to Earthquake Action
1.3.3 Bridge Vibration Induced by Collision of Vessels, Vehicles, and Drifters
1.3.4 Bridge Vibration Induced by Crowd Load
1.3.5 Bridge Vibration Induced by Running Trains
1.4 Research History and Status Quo of Train-Bridge Coupling Vibration: An Overview
1.4.1 Research on Vibration of Railway Bridges Under Moving Train
1.4.2 Study on Dynamic Responses of Train-Bridge System Under Wind Loads
1.4.3 Study on Dynamic Responses of Train-Bridge System Subjected to Earthquake Action
1.4.4 Study on Dynamic Responses of Train-Bridge System Subjected to Collision Load
1.5 Research Contents of Train-Bridge Coupling Vibrations
……

2 Fundamental Theories and Analytical Methods for Vibrations of Simply-Supported Beams Under Moving Loads
3 Self-excitations of Train-Bridge Coupling Vibration System
4 Vibration Criteria for HSR Bridges and Train Vehicles in China
5 Dynamic Analysis of Train-Bridge Coupling System
6 Dynamic Analysis of Train-Bridge System Subjected to Crosswinds
7 Dynamic Analysis of Train-Bridge System Subjected to Earthquake Action
8 Dynamic Analysis of Train-Bridge System Subjected to Collision Loads
9 Dynamic Analysis of Train-Bridge System Under Differential Settlement and Scouring Effect of Foundations
10 Dynamic Analysis of Train-Bridge System Under Beam Deformation Induced by Concrete Creep and Temperature Effect