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    Flexural Members with High-Strength Reinforcement: Behavior and Code Implications

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author:
    Bahram M.
    ,
    Shahrooz
    ,
    Jonathan M.
    ,
    Reis
    ,
    Elizabeth L.
    ,
    Wells
    ,
    Richard A.
    ,
    Miller
    ,
    Kent A.
    ,
    Harries
    ,
    Henry G.
    ,
    Russell
    DOI: 10.1061/(ASCE)BE.1943-5592.0000571
    Publisher: American Society of Civil Engineers
    Abstract: High-strength steel reinforcement provides various benefits to the concrete construction industry, including a more efficient use of high-performance concrete, reduction of reinforcing bar congestion, and materials savings. Prior to the 2013 interim revisions of the
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      Flexural Members with High-Strength Reinforcement: Behavior and Code Implications

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    https://yetl.yabesh.ir/yetl1/handle/yetl/57121
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    • Journal of Bridge Engineering

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    contributor authorBahram M.
    contributor authorShahrooz
    contributor authorJonathan M.
    contributor authorReis
    contributor authorElizabeth L.
    contributor authorWells
    contributor authorRichard A.
    contributor authorMiller
    contributor authorKent A.
    contributor authorHarries
    contributor authorHenry G.
    contributor authorRussell
    date accessioned2017-05-08T21:36:01Z
    date available2017-05-08T21:36:01Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29be%2E1943-5592%2E0000574.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57121
    description abstractHigh-strength steel reinforcement provides various benefits to the concrete construction industry, including a more efficient use of high-performance concrete, reduction of reinforcing bar congestion, and materials savings. Prior to the 2013 interim revisions of the
    publisherAmerican Society of Civil Engineers
    titleFlexural Members with High-Strength Reinforcement: Behavior and Code Implications
    typeJournal Paper
    journal volume19
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000571
    treeJournal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 005
    contenttypeFulltext
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