【摘要】 分别对钢管混凝土柱及钢筋混凝土柱的高层框架—剪力墙结构进行了抗震性能对比计算,从理论上分析比较了两种结构的动力特性、小震作用下各自的地震反应,综合评定了钢管混凝土结构的抗震性能,为该结构的设计提供了参考数据。更多还原

【Abstract】 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.更多还原