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contributor authorGiovanni Loureiro França de Mendonça
contributor authorSimplício Arnaud da Silva
contributor authorRoberto Leal Pimentel
contributor authorCícero da Rocha Souto
date accessioned2017-05-08T21:43:46Z
date available2017-05-08T21:43:46Z
date copyrightAugust 2012
date issued2012
identifier other%28asce%29em%2E1943-7889%2E0000377.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60840
description abstractThis paper presents a hybrid system for controlling wind-induced flexural vibration of a frame structure in any vertical plan. The system was implemented and tested in a prototype reduced-scale two-floor building, which had steel decks supported by four columns of aluminum. The actuator consisted of a direct current motor that slid on a rail placed on top of the structure. The displacement of the motor was synchronized with lateral displacements of the structure obtained from the deformations of the columns, which, in turn, were measured by strain gages. A proposed system to automatically adjust direction was incorporated to the actuator to position it at the plan in which the structure oscillates, thus enabling a single mass to be used to absorb vibration in any vertical plan. The fuzzy control technique was employed in this control system, which was shown to be adequate for attenuating vibration.
publisherAmerican Society of Civil Engineers
titleAutomatic Directing System for Controlling the Vibration of Frame Structures in Any Horizontal Direction Using a Hybrid Mass Damper
typeJournal Paper
journal volume138
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000368
treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 008
contenttypeFulltext


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