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    Ice Mass Motions Near an Offshore Structure

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 002::page 206
    Author:
    M. Isaacson
    DOI: 10.1115/1.3257011
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper treats the motions of an ice mass up to the instant of impact with a large fixed offshore structure, and describes a numerical method for predicting these motions taking account of the interaction between the ice mass and structure. In general an ice mass will undergo wave-induced oscillatory motions as well as drift motion. The former are calculated by linear diffraction theory applied to bodies of arbitrary shape so that interaction effects are fully accounted for. The drift motion is calculated by a time-stepping procedure applied to the drift equations of motion which involve zero frequency added masses, drag forces and wave drift forces. As an example of the methods application, results are presented for a typical design situation which illustrate the nature of the hydrodynamic interaction between the ice mass and structure.
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      Ice Mass Motions Near an Offshore Structure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/102840
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    contributor authorM. Isaacson
    date accessioned2017-05-08T23:25:26Z
    date available2017-05-08T23:25:26Z
    date copyrightMay, 1987
    date issued1987
    identifier issn0892-7219
    identifier otherJMOEEX-28041#206_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102840
    description abstractThe present paper treats the motions of an ice mass up to the instant of impact with a large fixed offshore structure, and describes a numerical method for predicting these motions taking account of the interaction between the ice mass and structure. In general an ice mass will undergo wave-induced oscillatory motions as well as drift motion. The former are calculated by linear diffraction theory applied to bodies of arbitrary shape so that interaction effects are fully accounted for. The drift motion is calculated by a time-stepping procedure applied to the drift equations of motion which involve zero frequency added masses, drag forces and wave drift forces. As an example of the methods application, results are presented for a typical design situation which illustrate the nature of the hydrodynamic interaction between the ice mass and structure.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleIce Mass Motions Near an Offshore Structure
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.3257011
    journal fristpage206
    journal lastpage210
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 002
    contenttypeFulltext
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