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《World Earthquake Engineering》 2008-04
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Analysis on lateral displacement of semi-rigid connection space frame under earthquake motions

SHAO Yongsong1,2,WANG Xiaodong2,XIE Lili1,2(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China)  
Space frames with different stories and different connections are modeled and analysed by ANSYS.Then lateral displacements of the space frames are compared under earthquake loads.The theoretical analyses demonstrate that the deformation shapes are similar on two kinds of connections,The number of stories and semi-rigid comnections increase the lateral displacements evidently.
【Fund】: 国家科技支撑计划二级子课题项目(2006BAJ01B02-01-04);; 国家自然科学基金重点项目(50538050);; 黑龙江省博土后资助项目(LRB06-124)
【CateGory Index】: TU391
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