Abstract:- From the ancient time we know earthquake is a disaster causing occasion. Up to date days constructions are fitting increasingly narrow and extra inclined to sway and consequently detrimental within the earthquake. Researchers and engineers have worked out within the past to make the constructions as earthquake resistant. After many functional reports it has proven that use of lateral load resisting methods in the constructing configuration has drastically increased the performance of the structure in earthquake by using ETABS 9.7.4, the work has been carried out for the distinctive instances utilizing shear wall and bracings for the exceptional heights, and maximum top regarded for the reward gain knowledge of is 93.5m.

The modeling is completed to examine the outcome of special circumstances along with specific heights on seismic parameters like Story drift, Shear force, Building torsion, Bending moment, and Time period. The gain knowledge of has been implemented for the Zone IV in Soil Type II (medium soils) as targeted in IS 1893-2002.

Key words: Earthquake, ETABS 9.7.4, Story drift, Shear force, Building torsion, bending moment, Time period, Support reactions.