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contributor authorA. Rutenberg
contributor authorM. Shtarkman
contributor authorM. Eisenberger
date accessioned2017-05-08T20:52:02Z
date available2017-05-08T20:52:02Z
date copyrightJune 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A6%281207%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29796
description abstractSeveral continuum methods for torsional analysis of slender perforated cores are described. First, the open section torsion‐bending theory, which neglects shear deformations, is described. It is then modified to consider shear deformations that become important with increasing lintel stiffness. To avoid the warping incompatibility, of the open section theory when applied to rigid lintel cores, a simple closed box torsion‐bending theory follows. Then an adaptation of the Umansky‐Benscoter theory is presented. Finally, the alternating closed box‐open section model is described. These methods are compared with experimental data, finite element analysis, and the wide column frame analogy. It is concluded that the Umansky‐Benscoter theory offers the most realistic modeling for relatively rigid lintel cores for which Bredt's formula becomes a simple alternative with increasing lintel stiffness. The open section theory, due to its simplicity, is adequate for more flexible systems.
publisherAmerican Society of Civil Engineers
titleTorsional Analysis Methods for Perforated Cores
typeJournal Paper
journal volume112
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:6(1207)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 006
contenttypeFulltext


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