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- W3173288944 abstract "Present Evolution in the construction sector need larger and lighter structures, That are often moreversatile & have a fairly low damping rate. That raises the chances for failure and even difficulties interms of serviceability. There are currently many techniques Accessible to mitigate the structure’sVibration, the method of using TLD is a newer one out of the many techniques used for vibrationmanagement. The weakness of structures with & without liquid damper tuned within different loadconditions 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 & withoutmodified liquid damper building is examined for distinct heights to see what changes will occur if bothstructural systems vary in height. Characteristics of the seismic behaviour of both structural structurestherefore suggest supplementary measures to direct the design and layout of these structures in seismicregions and also to enhance the seismic loading efficiency of these structural systems.In the Currentstudy, a G+4, G+10, G+14, G+18 And G+22 storied building was analyzed through the Time historyanalysis using ETABS 2018 Software" @default.
- W3173288944 created "2021-07-05" @default.
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- W3173288944 date "2020-11-01" @default.
- W3173288944 modified "2023-09-27" @default.
- W3173288944 title "Seismic Design Of Multi-Storeyed Building Using Water Tank As A Tuned Mass Damper" @default.
- W3173288944 hasPublicationYear "2020" @default.
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