Abstract
In modern seismic design, damping devices are used to increase the capacity of structures to dissipate energy. This Project evaluates the efficiency of using a passive friction damper system in a structure compared with typical structures and the influence of the damper’s capacity on the structural response. The analysis concludes that dampers with lower capacity slip more times during earthquake than dampers with bigger capacity but the acceleration result increases. Keywords: Seismic Analysis, Storey Drift, Base Shear, Storey Displacement, ETABS In this paper we are conducting a review on researches base on “Analysis of A Structure
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