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Analysis of semi-rigid performance of T steel connections of steel frame joints

YANG Gui-quan YAN Hui-qun * LI Zhi ( College of Architecture and Environment of Sichuan University,Chengdu 610207,China)  
Using the finite element analysis software ANSYS,analysis of the structure’s stiffness,deformation,bearing capacity,failure characteristics under vertical load,and some suggestions are given for T steel connection structure,through the simulation analysis and experimental comparison,obtained some beneficial conclusions.
【Fund】: 自然科学基金青年基金项目(项目编号:51208326)
【CateGory Index】: TU392.1
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【Co-citations】
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1 XU Weiliang,FANG Lei(Zhejiang University of Technology,Hangzhou 310014,China);Nonlinear finite element analysis for the behavior of semirigid end-plate connection[J];Sichuan Building Science;2011-05
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