Datta P. Khade, Rahul D. Pandit, Dr. Abhijeet P. Wadekar
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“SEISMIC RESPONSE OF INFILL FRAME G+20 BUILDING WITH SHEAR WALL FOR LIFT USING SAP 2000 SOFTWARE”
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 i.e., 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 i.e., 0.3346m, Model-2 gave displacement of 0.0718m respectively. These results clearly show, the stiffening in Model-2 is increased to 78.54% compared to Bare Frame.
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