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    Neuro-Fuzzy GMDH to Predict the Scour Pile Groups due to Waves

    Source: Journal of Computing in Civil Engineering:;2015:;Volume ( 029 ):;issue: 005
    Author:
    Mohammad Najafzadeh
    ,
    Hazi Mohammad Azamathulla
    DOI: 10.1061/(ASCE)CP.1943-5487.0000376
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the neuro-fuzzy based group method of data handling (NF-GMDH) as an adaptive learning network was used to predict the scour process at pile groups due to waves. The NF-GMDH network was developed using the particle swarm optimization (PSO) algorithm and gravitational search algorithm (GSA). Effective parameters on the scour depth include sediment size, geometric property, pile spacing, arrangement of pile group, and wave characteristics upstream of group piles. Seven dimensionless parameters were obtained to define a functional relationship between input and output variables. Published data were compiled from the literature for the scour depth modeling due to waves. The efficiency of training stages for both NF-GMDH-PSO and NF-GMDH-GSA models were investigated. The results indicated that NF-GMDH models could provide more accurate predictions than those obtained using model tree and traditional equations.
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      Neuro-Fuzzy GMDH to Predict the Scour Pile Groups due to Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59352
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    contributor authorMohammad Najafzadeh
    contributor authorHazi Mohammad Azamathulla
    date accessioned2017-05-08T21:41:12Z
    date available2017-05-08T21:41:12Z
    date copyrightSeptember 2015
    date issued2015
    identifier other%28asce%29cr%2E1943-5495%2E0000016.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59352
    description abstractIn this paper, the neuro-fuzzy based group method of data handling (NF-GMDH) as an adaptive learning network was used to predict the scour process at pile groups due to waves. The NF-GMDH network was developed using the particle swarm optimization (PSO) algorithm and gravitational search algorithm (GSA). Effective parameters on the scour depth include sediment size, geometric property, pile spacing, arrangement of pile group, and wave characteristics upstream of group piles. Seven dimensionless parameters were obtained to define a functional relationship between input and output variables. Published data were compiled from the literature for the scour depth modeling due to waves. The efficiency of training stages for both NF-GMDH-PSO and NF-GMDH-GSA models were investigated. The results indicated that NF-GMDH models could provide more accurate predictions than those obtained using model tree and traditional equations.
    publisherAmerican Society of Civil Engineers
    titleNeuro-Fuzzy GMDH to Predict the Scour Pile Groups due to Waves
    typeJournal Paper
    journal volume29
    journal issue5
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000376
    treeJournal of Computing in Civil Engineering:;2015:;Volume ( 029 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian