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contributor authorM. Utsumi
date accessioned2017-05-09T00:01:29Z
date available2017-05-09T00:01:29Z
date copyrightApril, 1999
date issued1999
identifier issn1048-9002
identifier otherJVACEK-28847#244_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123135
description abstractA new computation scheme is presented for the response analysis of flexible frame structures with time-varying shape and attitude. The governing equations for a continuum are derived in the form of integral equations for the member joint displacements alone. The integral equations can be solved easily by transforming them into ordinary differential equations and introducing additional mass corresponding to the inertial force due to the rigid-body axial translation and rotation of members. The scheme is applied to deploying, extending, and rotating space structures and a three-dimensionally moving link-connected structure.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamics Simulation of Flexible Frame Structures with Time-Varying Shape and Attitude
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2893971
journal fristpage244
journal lastpage249
identifier eissn1528-8927
keywordsSimulation
keywordsStructural frames
keywordsDynamics (Mechanics)
keywordsShapes
keywordsIntegral equations
keywordsForce
keywordsRotation
keywordsSpace frame structures
keywordsDifferential equations
keywordsComputation AND Equations
treeJournal of Vibration and Acoustics:;1999:;volume( 121 ):;issue: 002
contenttypeFulltext


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