This research provides a comprehensive analysis of shear wall locations in multi-storey buildings for seismic resistance. The seismic analysis is carried out using STAAD PRO. V8i software, utilizing the Response Spectrum Analysis method. A G+10 multi-storey structure situated in Seismic Zone V is designed according to IS 1893:2002, with three different models incorporating shear walls at various locations. The performance of these models is evaluated in terms of important parameters such as lateral displacement, torsion, bending moment, and axial force. By synthesizing the findings from the reviewed papers and the analysis of different shear wall locations, this study provides valuable insights for engineers and researchers in optimizing the seismic performance of multi-storey buildings