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contributor authorK. Kanaka Raju
contributor authorG. Venkateswara Rao
date accessioned2017-05-08T22:20:48Z
date available2017-05-08T22:20:48Z
date copyrightMay 1988
date issued1988
identifier other%28asce%290733-9399%281988%29114%3A5%28889%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78309
description abstractIn continuation of their earlier work on free vibration behavior of uniform beams in the presence of an axial load, the writers of this note evaluate the vibration characteristics of tapered beam-columns. The Rayleigh-Ritz method is employed to obtain the critical loads and frequency parameters for various values of the slenderness ratio and taper parameter. The effect of the axial load on the frequency parameter is exemplified through a set of numerical results.
publisherAmerican Society of Civil Engineers
titleFree Vibration Behavior of Tapered Beam Columns
typeJournal Paper
journal volume114
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1988)114:5(889)
treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 005
contenttypeFulltext


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