COLLAPSE ANALYSIS OF 4-STORY STEEL MOMENT-RESISTING FRAMES

摘要：

A post-test analysis has been carried out for the shake-table test of a full-scale 4-story steel moment-resisting frame at E-Defense, Japan. The beams, columns and slabs are discretized to shell elements, and nonlinear time-history analysis is carried out by a commercial software package called ABAQUS. The numerical results are compared with the experimental results, and the effects of damping and stiffness on the responses are investigated.

关键词： Finite element analysis Steel frame Seismic response analysis Collapse analysis

作者: Peng Pan Makoto Ohsaki Jingyao Zhang

作者单位: Dept. of Civil Engineering, Tsinghua University, P. R. China Dept. of Architecture and Architectural Engineering, Kyoto University, Japan Dept. of Architecture and Architectural Eng., Kyoto Univ., Japan

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）