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    Flexural and Shear Design of FRP Plated RC Structures Using a Genetic Algorithm

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author:
    Ricardo Perera
    ,
    Francisco B. Varona
    DOI: 10.1061/(ASCE)0733-9445(2009)135:11(1418)
    Publisher: American Society of Civil Engineers
    Abstract: A design procedure implementing a genetic algorithm has been developed for the discrete optimization of the design of fiber-reinforced polymer (FRP) RC structures. The aims of the procedure are to minimize the material costs of strengthening RC beams for flexural and shear behavior. The ultimate limit states and the serviceability limit states are defined according to the European design guidelines for the use of FRP reinforcement in RC structures in accordance with the design format of Eurocode No. 2. The design variables are encoded in order to make use of genetic algorithms as an optimization routine. Comparative studies are presented to study the effect of the different parameters and characteristics of the genetic algorithm. Different aspects covered in the European design code are also considered in the design procedure.
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      Flexural and Shear Design of FRP Plated RC Structures Using a Genetic Algorithm

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    contributor authorRicardo Perera
    contributor authorFrancisco B. Varona
    date accessioned2017-05-08T21:00:46Z
    date available2017-05-08T21:00:46Z
    date copyrightNovember 2009
    date issued2009
    identifier other%28asce%290733-9445%282009%29135%3A11%281418%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35355
    description abstractA design procedure implementing a genetic algorithm has been developed for the discrete optimization of the design of fiber-reinforced polymer (FRP) RC structures. The aims of the procedure are to minimize the material costs of strengthening RC beams for flexural and shear behavior. The ultimate limit states and the serviceability limit states are defined according to the European design guidelines for the use of FRP reinforcement in RC structures in accordance with the design format of Eurocode No. 2. The design variables are encoded in order to make use of genetic algorithms as an optimization routine. Comparative studies are presented to study the effect of the different parameters and characteristics of the genetic algorithm. Different aspects covered in the European design code are also considered in the design procedure.
    publisherAmerican Society of Civil Engineers
    titleFlexural and Shear Design of FRP Plated RC Structures Using a Genetic Algorithm
    typeJournal Paper
    journal volume135
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2009)135:11(1418)
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    contenttypeFulltext
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