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    Time‐Dependent Analysis of PC Cable‐Stayed Bridges

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008
    Author:
    M. S. Khalil
    ,
    W. H. Dilger
    ,
    A. Ghali
    DOI: 10.1061/(ASCE)0733-9445(1983)109:8(1980)
    Publisher: American Society of Civil Engineers
    Abstract: A 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.
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      Time‐Dependent Analysis of PC Cable‐Stayed Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29066
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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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