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
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