• Patel Pooja Harshadbhai
• Mrs.Noopur Shah

The structure which are present in higher earthquake zone area are liable to get damaged or collapsed, hence to increase the safety of these structure few external dissipation techniques are done. This paper investigates the response of rc structures under simulated earthquake loads with fluid viscousc dampers and consequently, evaluations are made as to how the damping systems affect the seismic response of these structures with respect to deflections and accelerations. This paper concentrates on the effects of damper’s locations within the rc multistory building having geometric irregularity. The time history analysis is performed for dissipation system incorporated in building. The seismic event of BHUJ and ELCENTRO are taken in the analysis, which we can considered as extreme seismic event in INDIA. The main aim of the study is to compare the results of damper at different locations such as at corner, at middle in the reinforced concrete (RC) building

Geometric irregularity, fluid Viscous Damper, Time history analysis, ELCENTRO AND BHUJ earthquake ETABS 2016

"Parametric Comparative Study Of RC Building With External Dissipation System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.563-568, April-2019, Available :http://www.jetir.org/papers/JETIR1904C93.pdf

"Parametric Comparative Study Of RC Building With External Dissipation System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp563-568, April-2019, Available at : http://www.jetir.org/papers/JETIR1904C93.pdf