Precast segmental bridge pier structure with combined shear keys and seismic performance analysis

被引：0

作者：

Li, Chen ^{[1
]}

Jiang, Hui ^{[1
]}

Guo, Hui ^{[2
,3
]}

Ma, Xinyi ^{[1
]}

Song, Guangsong ^{[1
]}

机构：

[1] School of Civil Engineering, Beijing Jiaotong University, Beijing,100044, China

[2] State Key Laboratory for Track Technology of High-speed Railway, China Academy of Railway Sciences, Beijing,100081, China

[3] Railway Engineering Research Institute, China Academy of Railway Sciences Co., Ltd, Beijing,100081, China

来源：

Zhendong yu Chongji/Journal of Vibration and Shock | 2021年 / 40卷 / 20期

关键词：

Bi-directional ground motions - Combined shear key - Non-linear dynamic analysis - Precast segmental bridge - Precast segmental bridge pier - Quasi static analysis - Resistance capacity - Seismic Performance - Shear key - Shear resistances;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用

页码：117 / 126