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contributor authorMahyar Assadi
contributor authorCharles W. Roeder
date accessioned2017-05-08T22:12:14Z
date available2017-05-08T22:12:14Z
date copyrightDecember 1985
date issued1985
identifier other%28asce%290733-9399%281985%29111%3A12%281440%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73452
description abstractThe problem of lateral torsional stability of cantilevers with continuous elastic or rigid lateral restraint is examined via a direct variational approach and in view of three major influence parameters: (1) Height of application of lateral restraint; (2) height of application of a point load above the shear center; and (3) stiffness of the elastic restraint. The derived free‐end force boundary conditions are examined and a quandry regarding their validity is addressed. Finally, the results of an experimental study are reported, providing some guidance in assessing the buckling of continuously restrained cantilevers.
publisherAmerican Society of Civil Engineers
titleStability of Continuously Restrained Cantilevers
typeJournal Paper
journal volume111
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1985)111:12(1440)
treeJournal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012
contenttypeFulltext


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