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contributor authorF. M. Alkhairi
contributor authorA. E. Naaman
date accessioned2017-05-08T20:55:13Z
date available2017-05-08T20:55:13Z
date copyrightSeptember 1993
date issued1993
identifier other%28asce%290733-9445%281993%29119%3A9%282680%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31773
description abstractThe present study describes a nonlinear analysis model developed for the prediction of the complete moment versus deformation response of concrete beams containing bonded prestressing tendons, unbonded prestressing tendons (metallic or otherwise), and nonprestressed conventional reinforcing bars. The model uses an extensive iterative procedure for calculating the stress in unbonded tendons,
publisherAmerican Society of Civil Engineers
titleAnalysis of Beams Prestressed with Unbonded Internal or External Tendons
typeJournal Paper
journal volume119
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1993)119:9(2680)
treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
contenttypeFulltext


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