提出“栓钉+箍筋多倍间距穿钢骨腹板”的箍筋设计方法,以减少大长宽比型钢混凝土柱中钢骨腹板穿筋、开洞等施工工序,缩短施工工期,降低建造成本;并对采用该方法设计的大长宽比型钢混凝土短柱进行了抗震性能试验。研究表明:采用“栓钉+箍筋多倍间距穿钢骨腹板”的型钢混凝土短柱具有良好的承载力、塑性变形能力和耗能能力,满足抗震性能需求。最后,通过实际工程应用验证了提出方法的有效性和可行性。 The design method of “stirrups with multi-times spacing of steel studs and stiffeners” was proposed to reduce the construction period such as wearing of steel webs and openings in large aspect ratio SRC columns and shortening the construction period , Reduce the construction cost; and test the seismic performance of the large aspect ratio SRC columns designed by this method. The research shows that the SRC columns with “spikes + multi-spacing steel webs” have good bearing capacity, plastic deformation capacity and energy dissipation capacity to meet the seismic performance requirements. Finally, the effectiveness and feasibility of the proposed method are verified through practical engineering application.