Dynamic response analysis of the wind–train–bridge coupling based on the stiffness change of the long-span track bridge
In order to analyze the influence of the stiffness change of the long-span track bridge on running safety of the train, a bridge and train analysis model, based on Chongqing Egongyan track bridge, is established to simulate and evaluate the spatial coupling dynamic response of the wind–train–bridge...
Main Authors: | Xiaogang Li, Peng Ding, Xiaohu Chen, Anshuang Liu, Yong Qi |
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Format: | Article |
Language: | English |
Published: |
SAGE Publishing
2020-09-01
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Series: | Journal of Low Frequency Noise, Vibration and Active Control |
Online Access: | https://doi.org/10.1177/1461348419838713 |
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