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    Orientation of Ribs in Waffle‐Slab Skew Bridges

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author:
    John B. Kennedy
    DOI: 10.1061/(ASCE)0733-9445(1983)109:3(811)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study is presented on the structural response of reinforced concrete skew bridges of: (a) orthogonally, (b) nonorthogonally shaped waffle slab constructions, and (c) solid slab construction. The response is examined under elastic and ultimate load conditions. The results show that the orthogonally-shaped waffle slab skew bridge has a better load distribution characteristic, a superior ultimate load-carrying capacity, and less severe stress concentration at the obtuse corners, than the other two types of constructions.
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      Orientation of Ribs in Waffle‐Slab Skew Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28944
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    contributor authorJohn B. Kennedy
    date accessioned2017-05-08T20:50:34Z
    date available2017-05-08T20:50:34Z
    date copyrightMarch 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A3%28811%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28944
    description abstractAn experimental study is presented on the structural response of reinforced concrete skew bridges of: (a) orthogonally, (b) nonorthogonally shaped waffle slab constructions, and (c) solid slab construction. The response is examined under elastic and ultimate load conditions. The results show that the orthogonally-shaped waffle slab skew bridge has a better load distribution characteristic, a superior ultimate load-carrying capacity, and less severe stress concentration at the obtuse corners, than the other two types of constructions.
    publisherAmerican Society of Civil Engineers
    titleOrientation of Ribs in Waffle‐Slab Skew Bridges
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:3(811)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    contenttypeFulltext
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