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《Sichuan Building Science》 2013-04
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Numerical simulation for seismic performance of frame structure of encased steel concrete beam and angle-steel concrete column

GUO Jun1,WANG Kun2(1.The Architectural Design and Research Institute of HIT,Harbin 150090,China;2.College of Civil Science and Engineering,Yangzhou University,Yangzhou 225127,China)  
Based on an experimental research on two frame structures of steel reinforced concrete beam and angle-steel concrete column under horizontal low cyclic loading,respectively,the nonlinear structural finite element analysis model is employed to calculate the hysteretic curves,which is verified by the experimental results.It is indicated that the numerical method could be used to perfectly simulate seismic performance of this type of frame,which could be provided for deeply research on seismic performance of this type of frame in seismic areas.
【Fund】: 国家自然科学基金资助项目(50978158)
【CateGory Index】: TU398.9;TU352.11
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