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contributor authorY. Frostig
contributor authorG. Rosenhouse
date accessioned2017-05-08T23:19:30Z
date available2017-05-08T23:19:30Z
date copyrightJune, 1985
date issued1985
identifier issn0021-8936
identifier otherJAMCAV-26253#479_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99421
description abstractThis note demonstrates the advantages of the modulation-function technique, proposed here as means of finding efficient solutions for second-order structural systems, the inhomogeneity of which may also vary quickly. The problems dealt with, include buckling of columns, longitudinal vibration of rods, and the dynamic response of time-varying SDF’s. The basic formulas are presented and numerical examples are worked out for buckling.
publisherThe American Society of Mechanical Engineers (ASME)
titleModuluation-Function Technique in Nonuniform Mechanical Systems
typeJournal Paper
journal volume52
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3169074
journal fristpage479
journal lastpage483
identifier eissn1528-9036
keywordsVibration
keywordsBuckling
keywordsDynamic response
keywordsFormulas AND Rods
treeJournal of Applied Mechanics:;1985:;volume( 052 ):;issue: 002
contenttypeFulltext


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