Comparative Study: The Effect of Tuned Mass Damper and Fluid Viscous Damper on The Response of Two Different Models of G+15 Storey Building During Earthquake

During the earthquake phase, dampers were used to dissipate energy as well stop Deformation of Structure. We may reduce buckling and failure columns beams by increasing stability frame with help dampers. earthquakes, high-rise buildings are destroyed, there is significant deformation. shaking reinforcement cement concrete structures during an using various types in this analysis determine suitability damper earthquake. An Empirical study has been performed for comparative review forms multi-story building reinforcement. The Time History Method was assess seismic behaviour a G+15 storey without load applied both x y directions research. IS1893:2002(part 1) code conjunction ETABS 2018 version 18.1.1 package purpose analysis. findings these experiments discussed terms parameters such maximal absolute displacement, acceleration, velocity, shear, drift, stiffness, modal participation mass ratio. It carried out order compare parameters. Different kinds energy. In article, comparison two different bay sizes (5mx5m & 6mx6m) used, Tuned Mass Damper Fluid Viscous Damper.TECT