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...

Full description

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