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    Proposed Shear Design Equations for FRP-Reinforced Concrete Beams Based on Genetic Algorithms Approach

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    Author:
    M. Nehdi
    ,
    H. El Chabib
    ,
    A. Aly Saïd
    DOI: 10.1061/(ASCE)0899-1561(2007)19:12(1033)
    Publisher: American Society of Civil Engineers
    Abstract: To calculate the shear capacity of structural members reinforced with fiber-reinforced polymer (FRP), current shear design provisions generally use slightly modified versions of existing semiempirical shear design equations initially developed for steel reinforced concrete beams. Such methods generally assume that the traditional approach of superimposing concrete contribution to shear,
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      Proposed Shear Design Equations for FRP-Reinforced Concrete Beams Based on Genetic Algorithms Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46260
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    contributor authorM. Nehdi
    contributor authorH. El Chabib
    contributor authorA. Aly Saïd
    date accessioned2017-05-08T21:18:14Z
    date available2017-05-08T21:18:14Z
    date copyrightDecember 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A12%281033%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46260
    description abstractTo calculate the shear capacity of structural members reinforced with fiber-reinforced polymer (FRP), current shear design provisions generally use slightly modified versions of existing semiempirical shear design equations initially developed for steel reinforced concrete beams. Such methods generally assume that the traditional approach of superimposing concrete contribution to shear,
    publisherAmerican Society of Civil Engineers
    titleProposed Shear Design Equations for FRP-Reinforced Concrete Beams Based on Genetic Algorithms Approach
    typeJournal Paper
    journal volume19
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:12(1033)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    contenttypeFulltext
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