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    Hydrodynamic Interactions Between Submerged Cylinders

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author:
    Anthony N. Williams
    DOI: 10.1061/(ASCE)0733-950X(1987)113:4(364)
    Publisher: American Society of Civil Engineers
    Abstract: An approximate method is presented to investigate the hydrodynamic interactions between a pair of free‐standing, bottom‐mounted, flexible circular cylinders subjected to high‐frequency, horizontal ground motion. The cylinders are aligned parallel to the direction of ground excitation and the response of each is assumed to be one‐dimensional and governed by a beam equation. The solution technique for the fluid velocity potential uses the modified plane‐wave method and involves replacing divergent radiated and scat‐ tered waves by equivalent plane waves together with nonplanar correction terms. Numerical results are presented, which illustrate the influence of the various geometrical and material properties of the cylinders on the hydrodynamic loading and associated dynamic response for several pairs of example structures. It is found that the inclusion of fluid compressibility in the formulation leads to predictions of quite significant interactions between squatty cylinders at high frequencies, even at a relatively large spacing.
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      Hydrodynamic Interactions Between Submerged Cylinders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40596
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAnthony N. Williams
    date accessioned2017-05-08T21:09:06Z
    date available2017-05-08T21:09:06Z
    date copyrightJuly 1987
    date issued1987
    identifier other%28asce%290733-950x%281987%29113%3A4%28364%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40596
    description abstractAn approximate method is presented to investigate the hydrodynamic interactions between a pair of free‐standing, bottom‐mounted, flexible circular cylinders subjected to high‐frequency, horizontal ground motion. The cylinders are aligned parallel to the direction of ground excitation and the response of each is assumed to be one‐dimensional and governed by a beam equation. The solution technique for the fluid velocity potential uses the modified plane‐wave method and involves replacing divergent radiated and scat‐ tered waves by equivalent plane waves together with nonplanar correction terms. Numerical results are presented, which illustrate the influence of the various geometrical and material properties of the cylinders on the hydrodynamic loading and associated dynamic response for several pairs of example structures. It is found that the inclusion of fluid compressibility in the formulation leads to predictions of quite significant interactions between squatty cylinders at high frequencies, even at a relatively large spacing.
    publisherAmerican Society of Civil Engineers
    titleHydrodynamic Interactions Between Submerged Cylinders
    typeJournal Paper
    journal volume113
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1987)113:4(364)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    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
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