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contributor authorWayne M. Falk
contributor authorSanjay Govindjee
date accessioned2017-05-08T22:39:08Z
date available2017-05-08T22:39:08Z
date copyrightDecember 2000
date issued2000
identifier other%28asce%290733-9399%282000%29126%3A12%281301%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85133
description abstractThe common computation for understanding the buckling of reinforcement bars is associated with a unilateral rigid foundation with a set of uniformly spaced spring supports. In this technical note we examine the related situation of a set of uniformly spaced supports that require a finite force to initiate the displacement of the support.
publisherAmerican Society of Civil Engineers
titleUnilateral Buckling Restrained by Initial Force Supports
typeJournal Paper
journal volume126
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2000)126:12(1301)
treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 012
contenttypeFulltext


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