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.