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    Genetic Programming to Predict Bridge Pier Scour

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author:
    H. Md. Azamathulla
    ,
    Aminuddin Ab Ghani
    ,
    Nor Azazi Zakaria
    ,
    Aytac Guven
    DOI: 10.1061/(ASCE)HY.1943-7900.0000133
    Publisher: American Society of Civil Engineers
    Abstract: Bridge-pier scour is a significant problem for the safety of bridges. Extensive laboratory and field studies have been conducted examining the effect of relevant variables. This note presents an alternative to the conventional regression-based equations (HEC-18 and regression equation developed by the writers), in the form of artificial neural networks (ANNs) and genetic programming (GP). There had been 398 data sets of field measurements that were collected from published literature and were used to train the network or evolve the program. The developed network and evolved programs were validated by using the observations that were not involved in the training. The performance of GP was found more effective when compared to regression equations and ANNs in predicting the scour depth at bridge piers.
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      Genetic Programming to Predict Bridge Pier Scour

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63962
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    contributor authorH. Md. Azamathulla
    contributor authorAminuddin Ab Ghani
    contributor authorNor Azazi Zakaria
    contributor authorAytac Guven
    date accessioned2017-05-08T21:50:40Z
    date available2017-05-08T21:50:40Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000157.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63962
    description abstractBridge-pier scour is a significant problem for the safety of bridges. Extensive laboratory and field studies have been conducted examining the effect of relevant variables. This note presents an alternative to the conventional regression-based equations (HEC-18 and regression equation developed by the writers), in the form of artificial neural networks (ANNs) and genetic programming (GP). There had been 398 data sets of field measurements that were collected from published literature and were used to train the network or evolve the program. The developed network and evolved programs were validated by using the observations that were not involved in the training. The performance of GP was found more effective when compared to regression equations and ANNs in predicting the scour depth at bridge piers.
    publisherAmerican Society of Civil Engineers
    titleGenetic Programming to Predict Bridge Pier Scour
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000133
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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