Influence of Local Deformation Mode of Cable-Stayed Bridge on Unballasted Tracks: Experimental Research

The complex local deformation modes of the cable-stayed bridge influence the deformation characteristics of the unballasted tracks laid on it. In this work, a large-scale segment model of a cable-stayed bridge was fabricated, and the maximum upward bending deformation mode of the cable-stayed bridge...

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Bibliographic Details
Main Authors: Xingwang Sheng, Weiqi Zheng, Jianxian Wu, Handong Zhang
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/2316524