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contributor authorF. Yang
contributor authorE. Esmailzadeh
contributor authorR. Sedaghati
date accessioned2017-05-09T00:41:48Z
date available2017-05-09T00:41:48Z
date copyrightAugust, 2010
date issued2010
identifier issn1048-9002
identifier otherJVACEK-28908#041002_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145089
description abstractThe vibration suppression of structures using a semi-active mass damper is investigated in this study. A magnetorheological (MR)-damper is utilized to design the semi-actively controlled mass damper. The inverse MR-damper model is developed on the basis of an improved LuGre friction model, and combined with a designed H2/Linear-Quadratic-Gaussian (H2/LQG) controller, in order to control the command current of the MR-damper to suppress structural vibration levels effectively. Illustrated examples are considered to investigate the vibration suppression effectiveness of a semi-active mass damper with a MR-damper, using the developed control methodology. The simulation results were compared with those reported in literature in order to validate the presented methodology.
publisherThe American Society of Mechanical Engineers (ASME)
titleOptimal Vibration Suppression of Structures Under Random Base Excitation Using Semi-Active Mass Damper
typeJournal Paper
journal volume132
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4000969
journal fristpage41002
identifier eissn1528-8927
keywordsControl equipment
keywordsDampers
keywordsDesign AND Vibration suppression
treeJournal of Vibration and Acoustics:;2010:;volume( 132 ):;issue: 004
contenttypeFulltext


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