Abstract：
A high office building of steel reinforced concrete frame structure with 8-magnitudefortified intensity was taken as an example to carried out Pushover analysis under three different conditions, including pure frame structure, frame structure under floor slab influence, and frame structure under influence of floor slab and filling wall. It was found that the influence of cast-in-place slab and filling wall must be considered appropriately during seismic design of steel reinforced concrete frame structure. The value of magnification coefficient of bending moment at pile end was changed to study the reasonable value of bending moment magnification coefficient of class-II frame structure. The magnification coefficient of bending moment at pile end specified in domestic code in 2010 is relatively small, and better ductile frame structure could be designed when its value is 1.85 or higher.
LI Bo-wei,ZHANG Yao-ting. DESIGN AND SEISMIC PERFORMANCE ANALYSIS OF MULTI STORY REINFORCED CONCRETE FRAME STRUCTURE BASED ON PUSHOVER ANALYSIS[J]. Architecture Technology, 2016, 47(5): 392-.
