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Seismic analysis of high-speed railway irregular bridge-track system considering V-shaped canyon effect

Zhihui Zhu Yongjiu Tang Zhenning Ba Kun Wang Wei Gong

现代交通学报（英文版）2022，Vol.30Issue(1)：57-70,14.

Seismic analysis of high-speed railway irregular bridge-track system considering V-shaped canyon effect

Zhihui Zhu ¹Yongjiu Tang ²Zhenning Ba ¹Kun Wang ³Wei Gong¹

作者信息

1. Department of Civil Engineering,Central South University,Changsha 410075,China
2. National Engineering Laboratory for High Speed Railway Construction,Changsha 410075,China
3. Department of Civil Engineering,Tianjin University,Tianjin 300350,China
折叠

摘要

关键词

V-shaped canyon/Nonlinear seismic response/Irregular bridge/Simply supported railway bridge/Analytical solution/Topography effect

Key words

V-shaped canyon/Nonlinear seismic response/Irregular bridge/Simply supported railway bridge/Analytical solution/Topography effect

引用本文复制引用

Zhihui Zhu,Yongjiu Tang,Zhenning Ba,Kun Wang,Wei Gong..Seismic analysis of high-speed railway irregular bridge-track system considering V-shaped canyon effect[J].现代交通学报（英文版）,2022,30(1):57-70,14.

基金项目

This study is supported by the National Natural Science Foundation of China(Grant No.52078498) （Grant No.52078498）

现代交通学报（英文版）

ISSN：2095-087X

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