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    Proposed Modification of AASHTO-LRFD for Computing Stress in Unbonded Tendons at Ultimate

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author:
    M. H. Harajli
    DOI: 10.1061/(ASCE)BE.1943-5592.0000183
    Publisher: American Society of Civil Engineers
    Abstract: In 1998, AASHTO-LRFD adopted a new equation for evaluating the stress
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      Proposed Modification of AASHTO-LRFD for Computing Stress in Unbonded Tendons at Ultimate

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    contributor authorM. H. Harajli
    date accessioned2017-05-08T21:35:01Z
    date available2017-05-08T21:35:01Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29be%2E1943-5592%2E0000185.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56716
    description abstractIn 1998, AASHTO-LRFD adopted a new equation for evaluating the stress
    publisherAmerican Society of Civil Engineers
    titleProposed Modification of AASHTO-LRFD for Computing Stress in Unbonded Tendons at Ultimate
    typeJournal Paper
    journal volume16
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000183
    treeJournal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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