YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Inelastic Moment Redistribution for Bridges

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author:
    Burl E. Dishongh
    DOI: 10.1061/(ASCE)0733-9445(1995)121:2(378)
    Publisher: American Society of Civil Engineers
    Abstract: A simplified procedure is presented for redistributing moments caused by inelastic hinge rotations that accompany shakedown of continuous bridge girders under repeated live loadings. This inelastic moment redistribution procedure (IMR) is very similar to that of elastic moment distribution except that inelastic hinges, not girder joints, are initially held locked and then cyclically unlocked until convergence to shakedown occurs. Residual deformations due to shakedown are computed.
    • Download: (462.2Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Inelastic Moment Redistribution for Bridges

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/32182
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorBurl E. Dishongh
    date accessioned2017-05-08T20:55:51Z
    date available2017-05-08T20:55:51Z
    date copyrightFebruary 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A2%28378%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32182
    description abstractA simplified procedure is presented for redistributing moments caused by inelastic hinge rotations that accompany shakedown of continuous bridge girders under repeated live loadings. This inelastic moment redistribution procedure (IMR) is very similar to that of elastic moment distribution except that inelastic hinges, not girder joints, are initially held locked and then cyclically unlocked until convergence to shakedown occurs. Residual deformations due to shakedown are computed.
    publisherAmerican Society of Civil Engineers
    titleInelastic Moment Redistribution for Bridges
    typeJournal Paper
    journal volume121
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:2(378)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian