Comparative Study of G+15 Building Without Damper and With Tuned Mass Damper and Fluid Viscous Damper

Dampers are used to dissipate energy and also resist the movement of reinforcement cement concrete during the earthquake era. With the support of dampers, we can decrease the buckling and failure of columns and beams by increasing the structure's stiffness. High-rise buildings are damaged during earthquakes and great deformation occurs in high-rise buildings. Through using dampers, during the earthquake, we can reduce vibration of reinforcement cement concrete construction. In this study we have used different types of dampers to check the suitability of type of various dampers during earthquake. For the comparative analysis of different types of dampers used for multi-story cement concrete building reinforcement, empirical work is completed. We have used the Time History Method to evaluate G+15 storey building seismic behaviour with and without dampers. In both x and y directions, earthquake load is applied for analysis. ETABS 2018 version 18.1.1 software is used for the purpose of analysis by considering seismic zone V as per the IS1893:2002(part 1) code. In terms of different parameters such as maximum absolute displacement, absolute acceleration, absolute velocity, storey shear, storey drift, storey stiffness, Modal participation mass ratio the results of these tests are addressed. It is done to compare these different parameters. For the seismic energy dissipation different types of dampers are used. In this paper comparison between two different building of different bay size (5mx5m & 6mx6m) is used and comparative study with respect to various parameter i.e. (maximum absolute displacement, absolute acceleration, absolute velocity, storey shear, storey drift, storey stiffness, and Modal participation mass ratio) by using Tuned Mass Damper and Fluid Viscous Damper.