Analysis and Design of Irregular Multi-story Building Having Visco-elastic Dampers

In the paper we discuss about analysis and design of G+15 plan irregular buildings under seismic loads, there are 4 different models. Model 1 has no dampers placed, Model 2 has dampers placed around the building placed at alternate floors starting from the 6th floor till the 15th floor, Model 3 has dampers placed around the building placed at alternate floors starting from the ground floor till the 14th floor, and Model 4 has dampers placed around the building starting from the 6th floor till the 15th floor. We can conclude that model 3 is effective compared to remaining models and there is a significant reduction in story drift, story displacement. This can also be the use of dampers.