SEISMIC RESPONSE OF INFILL FRAME G+ 20 BUILDING WITH SHEAR WALL FOR LIFT USING SAP 2000 SOFTWARE

摘要: This paper presents an analysis on performance-based seismic evaluation of G+ 20 RC frame Building with masonry infill (MI) and shear wall (SW) for lift using Non-linear Static Pushover Analysis with SAP2000v14 software for two different models ie, Model-1: RC bare frame and Model-2: RC frame with MI wall and SW for lift (Soft storey). Result indicates, maximum Displacement for Model-1 ie, 0.3346 m, Model-2 gave displacement of 0.0718 m respectively. These results clearly show, the stiffening in Model-2 is increased to 78.54% compared to Bare Frame.