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《Sichuan Building Science》 2009-01
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Comparative study on the earthquake behavior of concrete filled steel tubular structures

HU Xiao1,2,QIAN Yongjiu1,DUAN Jingmin1(1.College of Civil Engeneering,Southwest Jiaotong University,Chengdu610031,China;2.Sraff Room of Basic Mechanics,Chengdu University of Technology,Chengdu610059,China)  
In this paper,seismic behavior of the frame-shear wall structure,which are respectively composed of the concrete filled steel tubular(CFST) and of reinforced concrete column,have been studied.ANSYS program is used for calculating the seismic responses of the structures.Dynamic behaviors and earthquake responses of the CFST and reinforced concrete structures are analyzed.Comparing the calculation results,the earthquake resistant behavior of the CFST structure has been appraised synthetically,which may be referenced for structure design.
【CateGory Index】: TU398.9;TU311.3
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