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contributor authorMeher Deepak Narayanasetti
contributor authorAmiya Pandit
contributor authorKishore Chandra Biswal
date accessioned2022-05-07T20:18:28Z
date available2022-05-07T20:18:28Z
date issued2021-09-17
identifier other(ASCE)SC.1943-5576.0000633.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282253
description abstractThe present study proposes the use of base isolation for liquid containers and its effectiveness is investigated numerically. The seismic response of partially filled ground-supported rectangular tank with the submerged block is carried out under real earthquake ground motion. Six different earthquake ground excitations are considered, which are characterized as low-, intermediate-, and high-frequency-content earthquakes. The liquid domain is discretized as eight-noded isoparametric finite elements. The effect of variable height submerged block on sloshing response in the partially filled rectangular tank is investigated. Also, the effectiveness of base isolation in tank–submerged block systems is studied. The results of the parametric study imply that the laminated rubber bearings minimize the sloshing characteristics and thus improve the stability of the tank.
publisherASCE
titleSeismic Analysis of Base-Isolated Liquid Storage Tank with Submerged Block
typeJournal Paper
journal volume27
journal issue1
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)SC.1943-5576.0000633
journal fristpage04021052
journal lastpage04021052-14
page14
treePractice Periodical on Structural Design and Construction:;2021:;Volume ( 027 ):;issue: 001
contenttypeFulltext


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