Reinforced concrete (RC) frame buildings tend to get impared due to seismic disturbances. Provision of extra structural elements like Lateral Load Resisting System (LLRS) that includes infill walls, shear walls and bracings could improve structural capabilities. In this study all this approaches and alternatives are being studied and verified to understand how best the various elements of lateral load resisting system perform when subjected to an Earthquake loads using ETABS software. Also similar approaches were considered on long and short columned RC frame structures.