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：
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中图分类号：
学科分类号：
摘要：
引用
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页码：117 / 126
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