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contributor authorSajedeh Farmani
contributor authorMahnaz Ghaeini-Hessaroeyeh
contributor authorSaleh Hamzehei-Javaran
date accessioned2022-02-01T21:50:36Z
date available2022-02-01T21:50:36Z
date issued11/1/2021
identifier other%28ASCE%29EM.1943-7889.0001993.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272144
description abstractA numerical model was developed for studying the performance of a rectangular tuned liquid damper (TLD) and fluid–structure interaction. A TLD is a structure which dissipates excitation energy through the sloshing behavior of fluid inside a tank. To design this structure as an effective device, it should be investigated by considering different parameters such as frequency ratio, mass ratio, and structural damping ratio. For numerical modeling of the fluid, the finite-element method with nonlinear boundary conditions was developed. In this method, two types of shape functions are used: classic Lagrange shape functions, and new spherical Hankel shape functions. It was demonstrated that using the new functions with fewer elements than the classic method, the solution accuracy can be improved. After the numerical modeling of the fluid in the tank, the response of the structure, namely the displacement and acceleration, was calculated. The values of the parameters that produced the most effective TLD were obtained. To examine the accuracy and applicability of the algorithm, the numerical results were compared with available experimental data. The results indicated that the proposed model has the capability to study TLD performance with good accuracy.
publisherASCE
titleInvestigating Performance of Tuned Liquid Damper Using Finite-Element Method Based on Lagrange and Hankel Functions with Nonlinear Boundary Conditions
typeJournal Paper
journal volume147
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001993
journal fristpage04021083-1
journal lastpage04021083-11
page11
treeJournal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 011
contenttypeFulltext


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