Damage assessment of a reinforced concrete frame structure subjected to mainshock-aftershock sequences

被引：0
|
作者：
Yu, Xiaohui [1 ,2 ,3 ]
Dai, Kuangyu [1 ,2 ]
Zhou, Zhou [1 ,2 ]
Lü, Dagang [1 ,2 ]
Ma, Fuzi [1 ,2 ,4 ]
机构：
[1] Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education, Harbin Institute of Technology, Harbin,150090, China
[2] Key Lab of Smart Prevention and Mitigation of Civil Engineering Disaster of China Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin,150090, China
[3] Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning,530000, China
[4] The Architectural Design and Research Institute of Henan Province Co., Ltd, Zhengzhou,450000, China
来源：
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2019年 / 40卷 / 03期
关键词：
Aftershock sequence - Artificial mainshock-aftershock sequences - Incremental damage - Modified Park-Ang damage index - Peak ground acceleration - RC frame structures - Reinforced concrete frame structures - Spectral acceleration;
D O I：
10.14006/j.jzjgxb.2019.03.013
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：127 / 133
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