夏禾等编的《高速铁路车桥耦合动力学理论与应用(英文版)(精)/高铁技术系列丛书》较全面地介绍我国高速铁路的发展概况，高速铁路桥梁的特点和关键技术，车桥耦合动力学的研究历史和现状，简支梁的共振、抑振与消振机理，车桥耦合系统的自激激励，高速铁路列车一桥梁振动性能评判标准，车桥耦合振动模型的建立和求解方法，风一车一桥系统耦合振动，地震作用下的车桥耦合振动，撞击荷载作用下的车桥耦合振动，桥梁基础不均匀沉降和冲刷效应下的车桥耦合振动，桥梁徐变上拱和温度变形作用下的车桥耦合振动，以及这些研究成果在我国高速铁路桥梁设计中的应用。书中重点介绍车桥耦合振动的分析理论、研究方法及其工程应用。
本书可供铁路、城市轨道交通相关领域的科研人员和工程技术人员参考，并可作为高等学校研究生教材和本科学生的教学参考用书。

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