ANALYSIS AND DESIGN OF G+30 BUILDING USING ETABS IN ZONE IV AND ZONE V

Abstract

We know that earthquakes cause disasters from ancient times. Modern structures are becoming narrower and more prone to swaying, which negatively impacts them during earthquakes. In the past, engineers and researchers have sought to make the buildings as earthquake resistant as possible. Several practical reports have shown that incorporating lateral load resisting methods into building configurations significantly improves seismic performance (ETABS 9.7.4). The research has focused on specific cases involving shear walls and bracings at very high heights, with a maximum reward gain knowledge of of 93.5m.
Story drift, shear force, building torsion, bending moment, and time period are some of the seismic factors that may be modelled and examined in conjunction with certain heights to determine the impact of unusual situations. As outlined in IS 1893-2002, the acquired information has been applied to Zone IV of Soil Type II, which consists of medium soils.