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1Student of P.G., M.tech-Structures, Dept. Of Civil Engineering, MGMs Jawaharlal Nehru Engineering College, Aurangabad, Maharashtra, India. 2Professor, Dept. of Civil Engineering, MGMs Jawaharlal Nehru Engineering College, Aurangabad, Maharashtra, India. ***Abstract Analyzing the response of structure to ground shaking caused by an earthquake is one the most important application of structural dynamics. Tall structures are more exposed to dynamic loads, earthquake and wind effects. Tall buildings are characterized by low natural frequency. Hence, they can vibrate significantly under lateral dynamic earthquake loads. This paper deals with the analysis of G+40 storey buildings connected horizontally with the truss bridge at 21st and 31st storey having fixed base and shows the storey response curves of buildings connected with dampers and without dampers. The building frame type used is ordinary moment resisting frame (OMRF). The dampers used are fluid viscous dampers (FVD) having force capacity of 500KN. The analysis is done using ETABS V16 software.

Storey Response of G+40 Horizontally Connected Buildings with Dampers