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...

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Bibliographic Details
Main Authors: Xiaogang Li, Peng Ding, Xiaohu Chen, Anshuang Liu, Yong Qi
Format: Article
Language:English
Published: SAGE Publishing 2020-09-01
Series:Journal of Low Frequency Noise, Vibration and Active Control
Online Access:https://doi.org/10.1177/1461348419838713

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