In this paper the investigation was carried on earthquake resistance structure made by adopting the dampers for different storied building with bay size of 5 X 5 m and storey height of 3m using E-tabs software. Study is carried with and without the building analysis is carried by response spectrum method by using Etabs 2016 software. The parameters are studied are Base shear, storey stiffness, lateral drift, time period and effectiveness of damper

Keywords : Displacement, Storey shear, lateral stiffness, storey drift and modal time period