标题:Effects of Joint Stiffness on Dynamic Characteristics of Steel Frame-composite Shear Wall
作者:Peng, Xiaotong; Su, Dunlei; Lin, Chen; Zhou, Ye
通讯作者:Peng, XT
作者机构:[Peng, Xiaotong; Su, Dunlei; Zhou, Ye] Univ Jinan, Sch Civil Engn & Architecture, Jinan 250022, Peoples R China.; [Lin, Chen] Shandong Univ Art & De 更多
会议名称:International Conference on Architecture and Civil Engineering (ICACE)
会议日期:MAR 19-20, 2016
来源:2016 INTERNATIONAL CONFERENCE ON ARCHITECTURE AND CIVIL ENGINEERING (ICACE 2016)
出版年:2016
页码:452-456
关键词:Steel Frame-Composite Shear Wall; Dynamic Characteristics; Modal; Analysis; Joint Stiffness; Response Spectrum Analysis
摘要:The modal and response spectrum of steel frame-composite shear walls are analyzed by ANSYS; the effects of joint stiffness on the natural vibration characteristic and dynamic performance under the frequent earthquake are studied. The results show that with joint stiffness increasing, the natural vibration period and drift decrease, whereas the base shear increases. This phenomena is significant when the joint is in the semi-rigid range. With same joint stiffness, the composite shear wall has better performance than steel plate shear wall when subjected to frequent earthquake. In the steel frame with composite infill wall structure, effects of joint stiffness on dynamic characteristics are not obvious, thus using semi-rigid joints is more reasonable for economical consideration.
收录类别:CPCI-S
资源类型:会议论文
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