ANALYSIS AND DESIGN OF G+10 STOREY BUILDING UNDER DIFFERENT SLOPING CONDITION

Abstract

Structures are typically built on level ground; however, due to a lack of level ground, construction operations have begun on sloping terrain. The step back and step back setback are two different types of construction configurations on sloping terrain. For the purposes of this study, a G+ 10 storey RCC structure with a ground slope of 20 and 44 degrees was investigated. The building has been compared to one that is standing on flat ground. The structure analysis programme ETAB 2018 was used for modelling and analysis of the building. To use the time history and response spectrum approach to assess a structure on sloping terrain with or without a shear wall. On the basis of the results from both analyses, a comparison of different response parameters is made. Designing and optimizing various structural elements under the current conditions by comparing the analysis of the identical structure on level ground with the structure on sloping land. The seismic study was carried out using response spectrum analyses and time history in accordance with IS:1893(part 1) 2016. Top storey displacement, storey shear, and storey drift were used to get the results.