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contributor authorYozo Fujino
contributor authorLimin Sun
contributor authorBenito M. Pacheco
contributor authorPiyawat Chaiseri
date accessioned2017-05-08T22:36:29Z
date available2017-05-08T22:36:29Z
date copyrightOctober 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A10%282017%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83601
description abstractA new kind of passive mechanical damper, tuned liquid damper (TLD). is studied that relies upon the motion of shallow liquid in a rigid tank for changing the dynamic characteristics of a structure and dissipating its vibration energy. A nonlinear model of two‐dimensional liquid motion inside a rectangular TLD subjected to horizontal motion is developed on the basis of shallow‐water wave theory, where the damping of the liquid motion is included semianalytically. Using the model, the response of a structure with TLD is also computed. The liquid motion inside the TLD under harmonic base excitation and, furthermore, the response of a single‐degree‐of‐freedom structure with TLD, subjected to harmonic external force, are experimentally investigated. The agreement is good between the experiment and the prediction.
publisherAmerican Society of Civil Engineers
titleTuned Liquid Damper (TLD) for Suppressing Horizontal Motion of Structures
typeJournal Paper
journal volume118
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:10(2017)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 010
contenttypeFulltext


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