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contributor authorMorris Ojalvo
date accessioned2017-05-08T21:59:29Z
date available2017-05-08T21:59:29Z
date copyrightOctober 2011
date issued2011
identifier other%28asce%29st%2E1943-541x%2E0000430.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68294
description abstractA structural engineer wishing to determine the buckling load of unequal-leg angle columns receives conflicting information from published literature because researchers offer two radically different models for their analyses of thin-walled open-profile bars. One model considers the bar to be a continuum whereas the American Institute of Steel Construction adopts a noncontinuum multifilament model. Furthermore, the continuum model defines the normal planes of the deflected bar with the line of centroids whereas the multifilament model uses the shear center line. A test program based on
publisherAmerican Society of Civil Engineers
titleOpposing Theories and the Buckling Strength of Unequal-Leg Angle Columns
typeJournal Paper
journal volume137
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000389
treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
contenttypeFulltext


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