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

作者：Zhihui Zhu;Yongjiu Tang;Zhenning Ba;Kun Wang;Wei Gong

作者单位：Department of Civil Engineering,Central South University,Changsha 410075,ChinaNational Engineering Laboratory for High Speed Railway Construction,Changsha 410075,ChinaDepartment of Civil Engineering,Central South University,Changsha 410075,ChinaDepartment of Civil Engineering,Tianjin University,Tianjin 300350,ChinaDepartment of Civil Engineering,Central South University,Changsha 410075,China

中文关键词：V-shaped canyonNonlinear seismic responseIrregular bridgeSimply supported railway bridgeAnalytical solutionTopography effect

英文关键词：V-shaped canyonNonlinear seismic responseIrregular bridgeSimply supported railway bridgeAnalytical solutionTopography effect

刊名：《现代交通学报（英文版）》 2022 (1)

页码/页数：57-70,14

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