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    Probabilistic Model of Wave Forces on Cylindrical Pile

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Avinash M. Nafday
    ,
    Hsiang Wang
    DOI: 10.1061/(ASCE)0733-950X(1983)109:2(147)
    Publisher: American Society of Civil Engineers
    Abstract: Based upon the Mellin Transformation technique, a probabilistic model of wave forces on cylindrical pile is developed which incorporates the random nature of wave property as well as the uncertainty of force coefficients. The solutions have the advantage that all the moments of the probability distributions can be determined exactly. In addition, the solutions are simple and can accommodate a wide range of distribution functions. Specific types of distribution functions are proposed for the wave properties and the force coefficients. Solutions are then obtained for both the inertia force and the drag force on the basis of these distribution functions. The effect of the randomness of the input parameters and the statistical significance of the resulting wave forces are examined.
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      Probabilistic Model of Wave Forces on Cylindrical Pile

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40297
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAvinash M. Nafday
    contributor authorHsiang Wang
    date accessioned2017-05-08T21:08:35Z
    date available2017-05-08T21:08:35Z
    date copyrightMay 1983
    date issued1983
    identifier other%28asce%290733-950x%281983%29109%3A2%28147%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40297
    description abstractBased upon the Mellin Transformation technique, a probabilistic model of wave forces on cylindrical pile is developed which incorporates the random nature of wave property as well as the uncertainty of force coefficients. The solutions have the advantage that all the moments of the probability distributions can be determined exactly. In addition, the solutions are simple and can accommodate a wide range of distribution functions. Specific types of distribution functions are proposed for the wave properties and the force coefficients. Solutions are then obtained for both the inertia force and the drag force on the basis of these distribution functions. The effect of the randomness of the input parameters and the statistical significance of the resulting wave forces are examined.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Model of Wave Forces on Cylindrical Pile
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1983)109:2(147)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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