The effective design & construction of earthquake resistant structures have much importance factor all over the world. Raipur is emerging as one of the most populated cities in several recent years in Chhattisgarh and demand of high-rise structures with vertical and horizontal irregularity is increasing due to high cost of land which requires earthquake stability check. There is total no. of 9 model analyzed in this study. Linear Dynamic response spectrum method is used. The works comprises in two phases – first phase involves study of RCC (G+10) multi-storey building having three different types of shear walls i.e., Rectangular, L-shaped, and C-Shaped or Lift core. The study is to investigate the behavior of structure responses such as displacement, shear force due to change in location of shear walls. Second phase involves study of displacement response from which existence of torsional irregularity is evaluated. It shows that L-shape shear wall is performing better at the center location which will help structural engineer to avoid such circumstances with vulnerable location of shear wall.