Seismic Design Of Multi-Storeyed Building Using Water Tank As A Tuned Mass Damper

Abstract

Present Evolution in the construction sector need larger and lighter structures, That are often more
versatile & have a fairly low damping rate. That raises the chances for failure and even difficulties in
terms of serviceability. There are currently many techniques Accessible to mitigate the structure’s
Vibration, the method of using TLD is a newer one out of the many techniques used for vibration
management. The weakness of structures with & without liquid damper tuned within different load
conditions is analysed and seismic field through various water depths is examined for the study.
Research is performed for different heights to test the structure's seismic activity with & without
modified liquid damper building is examined for distinct heights to see what changes will occur if both
structural systems vary in height. Characteristics of the seismic behaviour of both structural structures
therefore suggest supplementary measures to direct the design and layout of these structures in seismic
regions and also to enhance the seismic loading efficiency of these structural systems.In the Current
study, a G+4, G+10, G+14, G+18 And G+22 storied building was analyzed through the Time history
analysis using ETABS 2018 Software