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contributor authorT. S. Pan
contributor authorV. B. Venkayya
contributor authorS. S. Rao
date accessioned2017-05-08T23:37:05Z
date available2017-05-08T23:37:05Z
date copyrightOctober, 1991
date issued1991
identifier issn1048-9002
identifier otherJVACEK-28799#469_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109469
description abstractA unified passive damping design algorithm, using active control design techniques and least squares method, is developed to improve the stability and performance of closed-loop controlled structures. To achieve the stringent requirements of large flexible structures (LFS), dual active/passive control using interacting substructure decentralized control and unified passive damping design method is introduced. Physical coordinates are used in modeling; since no modal data is used, no modal errors are involved in the modeling process. Examples are presented to illustrate the design procedures and their effectiveness.
publisherThe American Society of Mechanical Engineers (ASME)
titleDual Active and Passive Control of Large Flexible Structures
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2930210
journal fristpage469
journal lastpage475
identifier eissn1528-8927
keywordsFlexible structures
keywordsPassive control
keywordsDesign
keywordsModeling
keywordsPassive damping
keywordsErrors
keywordsDesign methodology
keywordsStability AND Algorithms
treeJournal of Vibration and Acoustics:;1991:;volume( 113 ):;issue: 004
contenttypeFulltext


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