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contributor authorC. L. Lee
contributor authorT. C. Huang
date accessioned2017-05-09T01:38:37Z
date available2017-05-09T01:38:37Z
date copyrightAugust, 1974
date issued1974
identifier issn1087-1357
identifier otherJMSEFK-27612#1022_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/165037
description abstractThe orthogonality condition for vibrating three-dimensional framed structures has been directly applied to solve initial value problems. In solving the dynamic response problems due to force and displacement excitations by using the mode expansion method it is necessary to use the same orthogonality condition.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Response of Three-Dimensional Framed Structures
typeJournal Paper
journal volume96
journal issue3
journal titleJournal of Manufacturing Science and Engineering
identifier doi10.1115/1.3438402
journal fristpage1022
journal lastpage1027
identifier eissn1528-8935
keywordsDynamic response
keywordsForce AND Displacement
treeJournal of Manufacturing Science and Engineering:;1974:;volume( 096 ):;issue: 003
contenttypeFulltext


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