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contributor authorFrancesco
contributor authorGenna
date accessioned2017-05-08T22:00:09Z
date available2017-05-08T22:00:09Z
date copyrightApril 2013
date issued2013
identifier other%28asce%29st%2E1943-541x%2E0000723.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68609
description abstractA second-order equilibrium analysis is developed for the calculation of the collapse load of an eccentrically compressed beam with an annular cross section in the presence of a no-tension material. Unlike the case of a rectangular cross section, extensively treated in the literature, no rigorous closed-form solution is possible, in this case, but semianalytical results can be obtained, which may be useful for engineering applications.
publisherAmerican Society of Civil Engineers
titleSemianalytical Calculation of the Collapse Load of Eccentrically Compressed, No-Tension Beams with an Annular Cross Section
typeJournal Paper
journal volume139
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000681
treeJournal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 004
contenttypeFulltext


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