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    Numerical Analysis of the Dynamic Response of an Offshore Platform with a Pile-Soil Foundation System Subjected to Random Waves and Currents

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author:
    Min-Su Park
    ,
    Weoncheol Koo
    ,
    Kenji Kawano
    DOI: 10.1061/(ASCE)WW.1943-5460.0000133
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a three-dimensional numerical model was developed based on a modal analysis and substructure method. The devised model was employed for an evaluation of the dynamic response of a bottom-mounted platform with a pile-soil foundation system that was subjected to random waves and currents. A two-dimensional numerical scheme with the Newmark
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      Numerical Analysis of the Dynamic Response of an Offshore Platform with a Pile-Soil Foundation System Subjected to Random Waves and Currents

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    https://yetl.yabesh.ir/yetl1/handle/yetl/70414
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    contributor authorMin-Su Park
    contributor authorWeoncheol Koo
    contributor authorKenji Kawano
    date accessioned2017-05-08T22:04:10Z
    date available2017-05-08T22:04:10Z
    date copyrightJuly 2012
    date issued2012
    identifier other%28asce%29ww%2E1943-5460%2E0000178.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70414
    description abstractIn this study, a three-dimensional numerical model was developed based on a modal analysis and substructure method. The devised model was employed for an evaluation of the dynamic response of a bottom-mounted platform with a pile-soil foundation system that was subjected to random waves and currents. A two-dimensional numerical scheme with the Newmark
    publisherAmerican Society of Civil Engineers
    titleNumerical Analysis of the Dynamic Response of an Offshore Platform with a Pile-Soil Foundation System Subjected to Random Waves and Currents
    typeJournal Paper
    journal volume138
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000133
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004
    contenttypeFulltext
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