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contributor authorM. S. Khalil
contributor authorW. H. Dilger
contributor authorA. Ghali
date accessioned2017-05-08T20:50:48Z
date available2017-05-08T20:50:48Z
date copyrightAugust 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A8%281980%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29066
description abstractA computer method is presented for the analysis of cable‐stayed prestressed concrete bridges for time‐dependent effects of creep and shrinkage of concrete and relaxation of prestressing steel. Nonlinear behavior due to change of geometry and change of stiffness arising from bending by axial forces is included.
publisherAmerican Society of Civil Engineers
titleTime‐Dependent Analysis of PC Cable‐Stayed Bridges
typeJournal Paper
journal volume109
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:8(1980)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008
contenttypeFulltext


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