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2025 | OriginalPaper | Chapter

8. Wind-Train-Track-Bridge Coupled Vibration Analysis on Railway Suspension Bridge Design

Author : Gongyi Xu

Published in: Design of Long Span Railway Suspension Bridges

Publisher: Springer Nature Singapore

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Abstract

Bridge vibration under strong wind load will not only affect the vibration performance of trains on the bridge, but also significantly increase lateral loads on the bridge due to the wind pressure acting on the bridge and trains. Meanwhile, the aerodynamic force and torque of high-speed trains under the strong transverse wind pressure has changed their original vibration characteristics, thus increasing the risk of overturning and derailing. In addition, wind load response on bridges and trains will also be affected by the movement of bridges and trains. The coupling of these factors forms a wind-train-bridge dynamic interaction system.

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Literature
1.
go back to reference Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation Analysis Report on Dynamic Characteristics of Beijing-Shanghai High-speed Railway Bridge (Phase 1 Report). Chengdu: Southwest Jiaotong University; 2004. Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation Analysis Report on Dynamic Characteristics of Beijing-Shanghai High-speed Railway Bridge (Phase 1 Report). Chengdu: Southwest Jiaotong University; 2004.
2.
go back to reference Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation analysis report on dynamic characteristics of Beijing-Shanghai high-speed railway bridge (the second phase report). Chengdu: Southwest Jiaotong University; 2004. Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation analysis report on dynamic characteristics of Beijing-Shanghai high-speed railway bridge (the second phase report). Chengdu: Southwest Jiaotong University; 2004.
3.
go back to reference Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation analysis report on dynamic characteristics of Beijing-Shanghai high-speed railway bridge (the third phase report). Chengdu: Southwest Jiaotong University; 2004. Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation analysis report on dynamic characteristics of Beijing-Shanghai high-speed railway bridge (the third phase report). Chengdu: Southwest Jiaotong University; 2004.
4.
go back to reference Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation Analysis Report on Dynamic Characteristics of Beijing-Shanghai High-speed Railway Bridge (Phase 4 Report). Chengdu: Southwest Jiaotong University; 2005. Bridge Structure Vibration Research Laboratory, Southwest Jiaotong University. Simulation Analysis Report on Dynamic Characteristics of Beijing-Shanghai High-speed Railway Bridge (Phase 4 Report). Chengdu: Southwest Jiaotong University; 2005.
5.
go back to reference Ministry of Railways of the People's Republic of China. Railway Bridge Verification Specification: Railway Transport Letter [2004] No. 120 [S]; 2004. Ministry of Railways of the People's Republic of China. Railway Bridge Verification Specification: Railway Transport Letter [2004] No. 120 [S]; 2004.
6.
go back to reference He Xia, Nan Zhang. Dynamic interaction between vehicle and structure. Version 2. Beijing: Science Press; 2005. He Xia, Nan Zhang. Dynamic interaction between vehicle and structure. Version 2. Beijing: Science Press; 2005.
7.
go back to reference Wanming Zhai. Vehicle-track coupling dynamics. Version 3. Beijing: Science Press; 2007. Wanming Zhai. Vehicle-track coupling dynamics. Version 3. Beijing: Science Press; 2007.
8.
go back to reference Xiaozhen Li. High-speed railway train-bridge system coupled vibration theory and application research. Chengdu: Southwest Jiaotong University; 2000. Xiaozhen Li. High-speed railway train-bridge system coupled vibration theory and application research. Chengdu: Southwest Jiaotong University; 2000.
9.
go back to reference Dejun Liu. Research on coupled vibration of Wind-Train-Track-Bridge system. Chengdu: Southwest Jiaotong University; 2010. Dejun Liu. Research on coupled vibration of Wind-Train-Track-Bridge system. Chengdu: Southwest Jiaotong University; 2010.
10.
go back to reference Hongqi Tian. Train aerodynamics. Beijing: China Railway Publishing House; 2007. Hongqi Tian. Train aerodynamics. Beijing: China Railway Publishing House; 2007.
11.
go back to reference Southwest Jiaotong University. In-depth research on construction technology of railway bridge and tunnel engineering—Research report on key technologies of kilometers-span suspension bridges for road-rail use. Sub-report 5: Research report on Wind-Train-Track-Bridge coupled vibration analysis of kilometers-span suspension bridges (2). Chengdu: Southwest Jiaotong University; 2017. Southwest Jiaotong University. In-depth research on construction technology of railway bridge and tunnel engineering—Research report on key technologies of kilometers-span suspension bridges for road-rail use. Sub-report 5: Research report on Wind-Train-Track-Bridge coupled vibration analysis of kilometers-span suspension bridges (2). Chengdu: Southwest Jiaotong University; 2017.
12.
go back to reference Beijing Jiaotong University. In-depth research on construction technology of railway bridge and tunnel engineering—Research report on key technologies of kilometers-span suspension bridges for road-rail use. Sub-report 5: Research report on Wind-Train-Track-Bridge coupled vibration analysis of kilometers-span suspension bridges (1). Beijing: Beijing Jiaotong University; 2017. Beijing Jiaotong University. In-depth research on construction technology of railway bridge and tunnel engineering—Research report on key technologies of kilometers-span suspension bridges for road-rail use. Sub-report 5: Research report on Wind-Train-Track-Bridge coupled vibration analysis of kilometers-span suspension bridges (1). Beijing: Beijing Jiaotong University; 2017.
Metadata
Title
Wind-Train-Track-Bridge Coupled Vibration Analysis on Railway Suspension Bridge Design
Author
Gongyi Xu
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-8394-0_8