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