BEHAVIOR OF HIGH-RISE BUILDING WITH BOTTOM, INTERMEDIATE, TOP SOFT STOREY AND SWIMMING POOL AT TOP
Mohammed Ameer Ali
M.Tech Student.(Structural Engineering) ,Veerappa Nisty College Of Engineering Shorapur, Yadgir, Karnataka, India , IN
Lokesh
M.Tech Student.(Structural Engineering) ,Veerappa Nisty College Of Engineering Shorapur, Yadgir, Karnataka, India , IN
Keywords: Soft Storey, Equivalent Diagonal Strut, Shear wall, Displacement, Drift,Base shear, Equivalent static method, Response spectrum method, Time history method.
Abstract
High rise reinforced concrete buildings with ground soft storey are naturally liable to collapse because of seismic load, even then their construction continues to be widespread in order to overcome the demands of parking. For this purpose a G+20 story building is considered for the present project work, modeling and analyzing of building is done by using ETABS 2015. In this project ,work is done to know the behavior of the building provided with top, intermediate and ground soft storey and swimming pool at top of the building subjected to earthquake effects. The response of the different building models are studied by comparing various parameters such as time period, storey displacement, base shear and story drift by using Equivalent-Static analysis, Response Spectrum analysis and Time History analysis. The structural action of the building is studied by providing shear walls of different shapes.
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