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《Sichuan Building Science》 2009-04
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The analysis of the concrete filled steel tube(CFST) frame-shear wall under seismic load

HU Xiao1,2,QIAN Yongjiu1,DUAN Jingmin1(1.Civil Engeneering Department,Southwest Jiaotong University,Chengdu 610031,China;2.Department of the Entironment and Civil Engeneering,Chengdu University of Technology,Chengdu 610059,China)  
Seismic behavior of the frame-shear wall structure,which are composed of the concrete filled steel tubular(CFST) column,have been studied.Dynamic behaviors and stronge earthquake responses of the CFST 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;TU352.11
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