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contributor authorDuan Qian
contributor authorJ. S. Hansen
date accessioned2017-05-08T23:46:27Z
date available2017-05-08T23:46:27Z
date copyrightJune, 1995
date issued1995
identifier issn0021-8936
identifier otherJAMCAV-26363#407_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114875
description abstractThe method of substructure synthesis, originally conceived for undamped and viscously damped systems, has been extended to systems with viscoelastic damping in the hereditary integral form. Based on a new variational principle, the substructure synthesis method is formulated in the time domain. The displacement in each substructure is represented by a set of real admissible trial vectors. The traditional state space formulation is avoided by the proposed method so that the approach is independent of the form of viscoelastic models. Effectiveness of the method is illustrated through numerical examples.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Time Domain Substructure Synthesis Method for Viscoelastic Structures
typeJournal Paper
journal volume62
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2895945
journal fristpage407
journal lastpage413
identifier eissn1528-9036
keywordsVariational principles
keywordsDamping AND Displacement
treeJournal of Applied Mechanics:;1995:;volume( 062 ):;issue: 002
contenttypeFulltext


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