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Longitudinal movement of a suspension bridge under train braking and its control with fluid viscous dampers
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Jia SONG1, 2, Haokun JING1, 2, Zhouquan FENG1, 2, Zhengqing CHEN1, 2, Xugang HUA1, 2, Tianbao WAN3, Chengliang WU1, 4
Earthquake Engineering and Engineering Dynamics | 2024, 44(5) : 188 - 198
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Earthquake Engineering and Engineering Dynamics | 2024, 44(5): 188-198
Longitudinal movement of a suspension bridge under train braking and its control with fluid viscous dampers
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Jia SONG1, 2, Haokun JING1, 2, Zhouquan FENG1, 2, Zhengqing CHEN1, 2, Xugang HUA1, 2, Tianbao WAN3, Chengliang WU1, 4
Affiliations
  • 1.Key Laboratory of Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha 410082, China
  • 2.State Key Laboratory of Bridge Engineering Safety and Resilience (Hunan University), Changsha 410082, China
  • 3.China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan 430056, China
  • 4.Wuhan Newtery Engineering Technology Co., Ltd., Wuhan 430073, China
doi: 10.13197/j.eeed.2024.0518
Outline
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The braking behavior of trains will notably affect the longitudinal movement of suspension bridges. Therefore, it becomes imperative to delve into the longitudinal movement of kilometer-level railway suspension bridges under the influence of train braking. This study takes a long-span railway suspension bridge with a main span of 1060 meters as its research object, and explores the response characteristics of its longitudinal movement at the girder end when subjected to train braking forces and the controlling effect of a fluid viscous dampers (FVDs) by numerical simulation. Firstly, the engineering background of the kilometer-level railway suspension bridge and the finite element model established using ANSYS software are introduced. Then, the loading and solution methods for the longitudinal movement of the long-span railway suspension bridge, the finite element simulation methods for bearing friction and FVDs, and the simulation method for braking force are described. Subsequently, the effects of different braking positions and consideration of bearing friction on the longitudinal movement response of the suspension bridge are investigated. Finally, the control effect of FVDs on longitudinal movement is studied, and parameter analysis is conducted. The results show that as the braking position approaches the point where the train exits the bridge, the shape of the longitudinal displacement curve becomes more similar to a sine function. Bearing friction has a certain control effect on the displacement response at the girder end under train braking, but its control effect on the velocity response is not ideal. The utilization of FVDs effectively controls both displacement and velocity responses at the girder end of the suspension bridge under train braking. The optimal control effect is achieved when using a FVD with a damping coefficient of 2500 kN•(m/s)-α and a velocity exponent of 0.1.

railway suspension bridge  /  train braking  /  bearing friction  /  fluid viscous damper  /  longitudinal movement
Jia SONG, Haokun JING, Zhouquan FENG, Zhengqing CHEN, Xugang HUA, Tianbao WAN, Chengliang WU. Longitudinal movement of a suspension bridge under train braking and its control with fluid viscous dampers[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (5) : 188 -198 . DOI: 10.13197/j.eeed.2024.0518
Year 2024 volume 44 Issue 5
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doi: 10.13197/j.eeed.2024.0518
  • Receive Date:2023-07-07
  • Online Date:2026-03-30
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History
  • Received:2023-07-07
  • Revised:2023-09-03
Funding
Affiliations
    1.Key Laboratory of Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha 410082, China
    2.State Key Laboratory of Bridge Engineering Safety and Resilience (Hunan University), Changsha 410082, China
    3.China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan 430056, China
    4.Wuhan Newtery Engineering Technology Co., Ltd., Wuhan 430073, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
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占总种数比例
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种数
Number of
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Percentage of total
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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