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contributor authorAndré Picard
contributor authorJosée Bastien
contributor authorBruno Massicotte
date accessioned2017-05-08T20:57:36Z
date available2017-05-08T20:57:36Z
date copyrightFebruary 2000
date issued2000
identifier other%28asce%290733-9445%282000%29126%3A2%28262%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33348
description abstractIn this paper, the use of localized tendons to prestress statically indeterminate structures is examined. To determine the prestressing moments produced by localized tendons, the fixed-end moments should first be computed. Equations and charts are presented to show the effects on these moments of varying the geometric parameters that define the localized tendon profile. These equations and charts are helpful for selecting the values of the parameters before using computer programs to obtain the resultant prestressing moment at any section of the structure.
publisherAmerican Society of Civil Engineers
titleAnalysis of Continuous Beams Prestressed with Localized Tendons
typeJournal Paper
journal volume126
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2000)126:2(262)
treeJournal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002
contenttypeFulltext


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