Abstract: In general, the earthquake has a lengthy history of fatal devastations in the past. Earthquakes may be assessed bymeasuring amplitude, frequency and position of seismic waves and also by assessing intensity, i.e. the damaging impact ofground shaking on people, buildings and natural characteristics. The structure's reaction to ground motion is an importantelement in analysing and designing any resistant construction against earthquakes. Shear wall is a structural componentplaced in a structure from the base level to the top level, which is used to withstand lateral pressures that are parallel to a wallplane. The most essential task is to make the job done till now a final mark. The results have been observed for the universalaxis as well as the standard limit given by the code. The findings contrasted both pushover and dynamic time history analysesand to quantify the outcomes developed the performance indices. The static pushover analysis is the primary source of theperformance index; it defines the growing base shear for displacement. To quantify the whole labour done for both types ofanalysis, the ranges from the original analysis and pushover analysis to standard codes must be presented in a suitable manner.As The functioning of the building relies primarily on certain findings for the study of time history.Keywords: Shear wall, ETABS, Earthquake, and Dumbbel