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contributor authorSritawat Kitipornchai
contributor authorChien‐Ming Wang
date accessioned2017-05-08T20:52:50Z
date available2017-05-08T20:52:50Z
date copyrightDecember 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A12%282773%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30262
description abstractThis paper shows that the closed form expression for the elastic out‐of‐plane buckling of doubly symmetric beam‐columns under uniform moment can be expressed in form similar to that of beams by introducing a beam‐column parameter,
publisherAmerican Society of Civil Engineers
titleOut‐of‐Plane Buckling Formulas for Beam‐Columns/Tie‐Beams
typeJournal Paper
journal volume114
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:12(2773)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 012
contenttypeFulltext


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