Influence of energy dissipation devices key parameters on seismic response of self-centering piers during random earthquake

被引：0
|
作者：
Jiang, Lizhong [1 ,2 ]
Fu, Hao [1 ]
Zhou, Wangbao [1 ,2 ]
Nie, Leixin [1 ]
Wang, Xiaochanjuan [1 ]
Jiang, Zhiyong [1 ]
Zhao, Jian [3 ]
Jiang, Xingyu [4 ]
机构：
[1] School of Civil Engineering, Central South University, Changsha,410075, China
[2] National Engineering Laboratory for High-speed Railway Construction, Changsha,410075, China
[3] Hunan Yunjing Construction Company Limited, Changsha,410119, China
[4] Communications Planning, Survey & Design Institute Company Limited of Hunan Province, Changsha,410200, China
来源：
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2024年 / 55卷 / 10期
关键词：
Energy - Energy dissipation devices - Initial stiffness - Keys parameters - Railway self-centering bridge pier - Random earthquake - Rapid repair after earthquakes - Response indices - Seismic response index - Self centering;
D O I：
10.11817/j.issn.1672-7207.2024.10.014
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：3779 / 3786
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