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contributor authorDemeter G. Fertis
contributor authorSudhakar Pallak
date accessioned2017-05-08T22:23:12Z
date available2017-05-08T22:23:12Z
date copyrightNovember 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A11%282440%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79287
description abstractThe research in this paper consists of an analytical study of the computation of large deflections of uniform and variable stiffness members by using pseudolinear or nonlinear equivalent systems of constant stiffhess. By using the second‐order nonlinear differential equation of the elastic curve, a mathematical proof was first obtained, in order to establish the existence of exact pseudolinear or nonlinear equivalent systems of constant stiffness
publisherAmerican Society of Civil Engineers
titlePseudolinear and Equivalent Systems for Large Deflections of Members
typeJournal Paper
journal volume115
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:11(2440)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 011
contenttypeFulltext


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