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contributor authorProdyot K. Basu
contributor authorAlfarabi M. Sharif
contributor authorNesar U. Ahmed
date accessioned2017-05-08T20:52:40Z
date available2017-05-08T20:52:40Z
date copyrightSeptember 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A9%281909%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30156
description abstractThe behavior of partially prestressed composite beams consisting of a concrete slab supported by a steel beam is analytically evaluated. The prestress is introduced in the negative moment regions when the slab acts compositely with the beam. The effect of this scheme on crack prevention in the negative moment region and savings in material due to superior structural action are considered. This is the first of a two‐paper set. In the second paper the results of tests on a model continuous beam, of the type considered here, is presented and compared with the analytical predictions of this paper.
publisherAmerican Society of Civil Engineers
titlePartially Prestressed Continuous Composite Beams. I
typeJournal Paper
journal volume113
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:9(1909)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
contenttypeFulltext


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