The push-over analysis is a simplified method to evaluating structural anti-earthquake function which is gradually used widely.While the shaped-steel reinforced concrete-reinforced concrete(SRC-RC) structure is often used in the earthquake-stricken areas for its virtues,including high bearing capacity,strong stiffness,excellent ductility and less energy consumption.With mathod of the push-over analysis,this research concisely analyzed the damage to the SRC-RC structure that might occur after the strong earthquake.The results show that the maximum elastic-plastic story-drift-angle of the SRC-RC structure is 1/407,which meets the requirement for elastic-plastic deformation of the weak storey under a rare earthquake.