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contributor authorA. S. Prasada Rao
date accessioned2017-05-08T20:53:36Z
date available2017-05-08T20:53:36Z
date copyrightDecember 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A12%283432%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30764
description abstractExpressions for the direct computation of time‐dependent stress and strain in a fully prestressed concrete section with or without nonprestressed reinforcement are given. Linearization of the exponential expression of the relaxation loss reduction factor and the simultaneous use of equilibrium and compatibility equations leads to a compact
publisherAmerican Society of Civil Engineers
titleDirect Analysis of Prestressed Concrete Members
typeJournal Paper
journal volume116
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:12(3432)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
contenttypeFulltext


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