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    Relaxing the Stud Spacing Limit for Full-Depth Precast Concrete Deck Panels Supported on Steel Girders (Phase I)

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 005
    Author:
    Sameh S. Badie
    ,
    Amgad F. Morgan Girgis
    ,
    Maher K. Tadros
    ,
    Nghi T. Nguyen
    DOI: 10.1061/(ASCE)BE.1943-5592.0000082
    Publisher: American Society of Civil Engineers
    Abstract: The
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      Relaxing the Stud Spacing Limit for Full-Depth Precast Concrete Deck Panels Supported on Steel Girders (Phase I)

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56609
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    contributor authorSameh S. Badie
    contributor authorAmgad F. Morgan Girgis
    contributor authorMaher K. Tadros
    contributor authorNghi T. Nguyen
    date accessioned2017-05-08T21:34:50Z
    date available2017-05-08T21:34:50Z
    date copyrightSeptember 2010
    date issued2010
    identifier other%28asce%29be%2E1943-5592%2E0000084.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56609
    description abstractThe
    publisherAmerican Society of Civil Engineers
    titleRelaxing the Stud Spacing Limit for Full-Depth Precast Concrete Deck Panels Supported on Steel Girders (Phase I)
    typeJournal Paper
    journal volume15
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000082
    treeJournal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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