Effect of The Ratio of Equivalent Lateral Stiffness and The Level of Transfer Story on Seismic Behavior of Frame-supported Shear Wall Structure

摘要：

The ratio of equivalent lateral stiffness and the level of transfer story are two main factors of the seismic behavior of structures with transfer story. To research the effect of these two factors on seismic behavior of partial frame-supported shear wall structure, the simulated structural models are established in SATWE software with various ratio of equivalent lateral stiffness and transfer story level. Thus, the natural vibration period, the seismic response force and the inter-story displacement angle of these models are compared.

关键词： frame-supported shear wall structure transfer story level equivalent lateral stiffness ratio seismic analysis inter-story displacement angle

作者: Ji Shuyan Liu Liping Wang Lu Yu Kan Houssam Mohammad-Agha Liu Fengqiu Cao Xuan

作者单位: Professor, College of Civil Engineering, Chongqing University, Chongqing, China Ph.D candidate, College of Civil Engineering, Chongqing University, Chongqing, China Master candidate, College of Civil Engineering, Chongqing University, Chongqing, China

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）