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分别对钢筋混凝土框架－剪力墙结构和钢筋混凝土框架－钢剪力桁架结构进行了弹塑性静力反应分析，对两种抗侧力结构的延性进行比较，得出了钢筋混凝土框架－钢剪力桁架结构的受力性能和抗震特性。
The elasto-plastic static response analysis of reinforced concrete frame-shear wall structure and reinforced concrete frame-steel shear truss was carried out respectively. The ductility of the two kinds of anti-lateral force structures was compared. The reinforced concrete frame-steel shear Force truss structure and seismic performance.