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contributor authorX. Deng
contributor authorM. J. Tait
date accessioned2017-05-09T00:35:59Z
date available2017-05-09T00:35:59Z
date copyrightAugust, 2009
date issued2009
identifier issn1048-9002
identifier otherJVACEK-28901#041014_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142270
description abstractThis study focuses on the modeling of tuned liquid dampers (TLDs) with triangular-bottom, sloped-bottom, parabolic-bottom, and flat-bottom tanks using the linear long wave theory. The energy dissipated by damping screens is modeled theoretically utilizing the method of virtual work. In this proposed model, only the fundamental sloshing mode is considered, and the assumption of small free surface fluid response amplitude is made. Subsequently, the equivalent mechanical properties including effective mass, natural frequency, and damping ratio of the TLDs, having different tank geometries, are compared. It is found that the normalized effective mass ratio values for a parabolic-bottom tank and a sloped-bottom tank with a sloping angle of 20 deg are larger than the normalized effective mass ratio values for triangular-bottom and flat-bottom tanks. An increase in the normalized effective mass ratio indicates that a greater portion of the water inside the tank participates in the sloshing motion. The derived equivalent mechanical models for the TLD tank geometries considered in this study can be used for the preliminary design of structural-TLD systems.
publisherThe American Society of Mechanical Engineers (ASME)
titleTheoretical Modeling of TLD With Different Tank Geometries Using Linear Long Wave Theory
typeJournal Paper
journal volume131
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.3142873
journal fristpage41014
identifier eissn1528-8927
keywordsWave theory of light
keywordsDamping AND Sloshing
treeJournal of Vibration and Acoustics:;2009:;volume( 131 ):;issue: 004
contenttypeFulltext


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