BEHAVIOUR OF MULTI-STOREY BUILDING WITH SHEAR WALL ARRANGEMENTS AT DIFFERENT LOCATIONS

From the past records of the earthquake, the demand of earthquake resisting building has been increased which can be fulfilled by providing the shear wall in the structure. Shear wall is that type of structural system that provides lateral resistance to a structure. Shear walls also have high stiffness and strength which can be used to resist horizontal loads and gravity loads making them quite useful in much structural engineering design. In this paper two G+20 multi storey building is analyzed for Storey drift, storey displacement and base shear with shear walls present at perimeter and corner respectively. For analysis the buildings with seismic loading for zone IV is considered. The analysis is done by using STAAD-pro software. The IS codes used for designing and analysis is IS 1893(part-1):2016 {criteria for earthquake resistance and design of structure} and IS 456:2000 {plain and reinforced concrete}