Seismic Damage Analysis of Long-Span Continuous Rigid-Frame Bridge with High-Rise Pier Considering Pier-beam Pounding Effect Under Near-Fault Ground Motions

被引：0
|
作者：
Shi, Yan [1 ]
Jiao, Yingqian [1 ]
Li, Jun [2 ]
Wang, Wenxian [1 ]
Wang, Rui [1 ]
机构：
[1] School of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
[2] School of Civil Engineering, BeijingJiaotong University, Beijing,100044, China
来源：
Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering | 2024年 / 32卷 / 04期
关键词：
Compendex;
D O I：
10.16058/j.issn.1005-0930.2024.04.017
中图分类号：
学科分类号：
摘要：
Seismic response
引用
收藏
页码：1140 / 1153
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