Study of seismic response in isolated high-rise frame-shear wall structures during earthquakes

被引：0
|
作者：
Liu, Yan-Hui [1 ]
Tan, Ping [1 ]
Zhou, Fu-Lin [1 ]
Du, Yong-Feng [2 ]
Yan, Wei-Ming [3 ]
机构：
[1] State Key Laboratory for Seismic Reduction/Control & Structural Safety (Cultivation), Guangzhou University, Guangzhou,510405, China
[2] Northwest Center for Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou,730050, China
[3] College of Architecture and Civil Engineering, Beijing University of Technology, Beijing,100124, China
来源：
Gongcheng Lixue/Engineering Mechanics | 2015年 / 32卷 / 03期
关键词：
Distributed parameter systems - Equivalent damping ratios - Frame - shear wall structures - High rise - Interaction - Isolated structures - Laminated rubber bearings - Mode superposition method;
D O I：
10.6052/j.issn.1000-4750.2013.10.0905
中图分类号：
学科分类号：
摘要：
16
引用
收藏
页码：134 / 139
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