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contributor authorH. D. Nelson
contributor authorR. A. Conover
date accessioned2017-05-09T00:47:47Z
date available2017-05-09T00:47:47Z
date copyrightDecember, 1971
date issued1971
identifier issn0021-8936
identifier otherJAMCAV-25950#1003_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147956
description abstractThe dynamic stability of the lateral response of a simply supported Bernoulli-Euler beam carrying a continuous series of equally spaced mass particles is analyzed. The beam rests on a uniform elastic foundation and damping is considered by including a distributed viscous damping coefficient. The particles are restricted to constant speed. The Galerkin method is used to generate a set of approximate governing equations of motion possessing periodic coefficients. Floquet theory is utilized to study the parametric regions of stability which are displayed in graphical form.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Stability of a Beam Carrying Moving Masses
typeJournal Paper
journal volume38
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3408901
journal fristpage1003
journal lastpage1006
identifier eissn1528-9036
keywordsDynamic stability
keywordsParticulate matter
keywordsDamping
keywordsStability
keywordsEquations of motion AND Galerkin method
treeJournal of Applied Mechanics:;1971:;volume( 038 ):;issue: 004
contenttypeFulltext


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