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contributor authorNoël Challamel
contributor authorAnísio Andrade
contributor authorDinar Camotim
contributor authorBranko M. Milisavlevich
date accessioned2017-05-08T21:43:18Z
date available2017-05-08T21:43:18Z
date copyrightJune 2010
date issued2010
identifier other%28asce%29em%2E1943-7889%2E0000130.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60572
description abstractIn this paper, one investigates the elastic flexural-torsional buckling of linearly tapered cantilever strip beam-columns acted by axial and transversal point loads applied at the tip. For prismatic and wedge-shaped members, the governing differential equation is integrated in closed form by means of confluent hypergeometric functions. For general tapered members
publisherAmerican Society of Civil Engineers
titleFlexural-Torsional Buckling of Cantilever Strip Beam-Columns with Linearly Varying Depth
typeJournal Paper
journal volume136
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000121
treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 006
contenttypeFulltext


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