April 2019
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287 Reads
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3 Citations
The present paper informs that the study of seismic response control of two adjacent building structures of single degree of freedom system using with and without Fluid Viscous Damper. The study is also supports in the presence and absence of Fluid Viscous Damper (FVD) seismic excitation. The fluid viscous damper is considered for the particular study which is a passive device attached to the structural unit in the easy form as single storey at the top of the system. The main purpose of using of fluid viscous damper is to reduce the pounding forces in adjacent building structure. At the time of pounding, the displacement results show that the seismic response is more sensitive before proving of fluid viscous damper. Outcome of the present study informs that the using or providing of fluid viscous damper is very useful to decrease the displacement results of seismic response of adjacent structures. The present study is conducted to carry out the minimum seismic pounding gap between two adjacent building structure by using passive devices and found out the results of with and without using damper. In this paper, study of four real earthquakes ground motions found acceleration and displacement response results of adjacent structure. The goal of this paper is performing a study of structural dynamics of pounding response behavior between two adjacent structures by single degree of freedom system.