夏禾等編的《高速鐵路車橋耦合動力學理論與應
用(英文版)(精)/高鐵技術繫列叢書》較全面地介紹
我國高速鐵路的發展概況，高速鐵路橋梁的特點和關
鍵技術，車橋耦合動力學的研究歷史和現狀，簡支梁
的共振、抑振與消振機理，車橋耦合繫統的自激激勵
，高速鐵路列車一橋梁振動性能評判標準，車橋耦合
振動模型的建立和求解方法，風一車一橋繫統耦合振
動，地震作用下的車橋耦合振動，撞擊荷載作用下的
車橋耦合振動，橋梁基礎不均勻沉降和衝刷效應下的
車橋耦合振動，橋梁徐變上拱和溫度變形作用下的車
橋耦合振動，以及這些研究成果在我國高速鐵路橋梁
設計中的應用。書中重點介紹車橋耦合振動的分析理
論、研究方法及其工程應用。
本書可供鐵路、城市軌道交通相關領域的科研人
員和工程技術人員參考，並可作為高等學校研究生教
材和本科學生的教學參考用書。

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