Abstract

Abstract: - In India the enormous loss of life and property perceived in the last couple of decades, attributable to failure of structures instigated by earthquakes. Responsiveness is now being given to the assessment of the sufficiency of strength in framed RCC structures to resist solid ground motions. The seismic reaction of RCC building frame in terms of performance point and the earthquake forces on Reinforced building frame with the help of time history analysis is carried out in this project. In this method of analysis, a model of the building is exposed to a lateral load. Time history analysis can afford a substantial insight into the weak links in seismic concert of a structure and we can know the weak zones in the structure. Inthis project effort has been made to investigate the effect of Coupled shear wall on lateral displacement and Base Shear in RCC Frames. RCC Frames with G+15 is considered, one with only coupled shear wall and other with only structural walls. The time history analysis of the RCC building frame is carried out by structural analysis and design software ETABS.Keywords: ETABS