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contributor authorMaged I. Elhelbawey
contributor authorChung C. Fu
date accessioned2017-05-08T20:56:59Z
date available2017-05-08T20:56:59Z
date copyrightNovember 1998
date issued1998
identifier other%28asce%290733-9445%281998%29124%3A11%281363%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32893
description abstractA simple, easy-to-apply effective torsional constant for the rotational stiffness of a restrained open section was developed. This effective torsional constant takes both the pure torsion and the warping torsion into acccount. The final result is a simple formula for a modified torsional constant, which is in terms of unbraced length and can be easily calculated. The constant then can be used for any generic finite-element structural analysis program.
publisherAmerican Society of Civil Engineers
titleEffective Torsional Constant for Restrained Open Section
typeJournal Paper
journal volume124
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1998)124:11(1363)
treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
contenttypeFulltext


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