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《Sichuan Building Science》 2013-01
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Numerical investigation into the dynamic response and failure modes of steel residential buildings with semi-rigid end-plate connections in horizontal earthquake effect

YU Jiang,DI Jun(College of Architecture and Civil Engineering,Xinjiang University,Urumqi 830047,China)  
Steel buildings with semi-rigid connections have many advantages,the seismic behavior of this kind of structural system is one of topics people concerned.Using incremental dynamic analysis based on fiber hinge model to contrast the seismic resistance performance of practical application with semi-rigid,rigid connections,the computation results prove that the seismic vertex displacement and base shear response of semi-rigid steel frame is less than rigid steel frame.The biggest interlayer displacement with differences between the above-mentioned two kinds of structures,and the range of the interlayer displacement of semi-rigid steel frame is large.The displacement time history records of same point with differences between the two kinds of structures.Semi-rigid steel frame entered the energy dissipation step earlier than rigid steel frame,and the flexibility of connection made structure easier to access with "strong column weak beam".
【Fund】: 新疆维吾尔自治区高校科研计划科学研究重点项目(XJEDU2008I07)
【CateGory Index】: TU391;TU311.3
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