Dynamic Analysis of Hirise Building (2 Basements + GF + 16 Upper Floors + Terrace)

This study presents the dynamic analysis of a reinforced concrete high-rise building comprising two basements, ground floor and sixteen upper floors using ETABS. Dead, live and seismic loads are assigned according to IS 875 and IS 1893 (Part 1):2016. Response spectrum analysis is used to evaluate time period, storey displacement, drift, base shear and overturning moment. The study demonstrates the effectiveness of ETABS in predicting seismic behaviour and ensuring code compliance.