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    Quickwave: An Impulse Algorithm to Calculate Preliminary Design Shear and Moment Envelopes for Compliant Towers

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 002::page 85
    Author:
    D. G. Morrison
    DOI: 10.1115/1.2827068
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A novel, simple method to calculate compliant tower (CT) level shear and moment envelopes for preliminary design has been developed, and verified by comparing with rigorous 3-D tower analyses. The approach relies on a vast experience base to define important features influencing the dynamic response of CTs, and a new closed-form solution for the acceleration (needed to construct design envelopes) of the tower caused by an impulsive-type wave load. The main benefits of the approach are: 1) the designer can iterate and quickly converge on a working preliminary design without resorting to time-consuming computer analyses; 2) the designer can quickly evaluate configurations for different water depths, pile arrangements, payload, steel grade, reserve buoyancy, and well counts.
    keyword(s): Shear (Mechanics) , Impulse (Physics) , Algorithms , Design , Computers , Dynamic response , Water , Buoyancy , Steel , Stress AND Waves ,
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      Quickwave: An Impulse Algorithm to Calculate Preliminary Design Shear and Moment Envelopes for Compliant Towers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/115799
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorD. G. Morrison
    date accessioned2017-05-08T23:48:04Z
    date available2017-05-08T23:48:04Z
    date copyrightMay, 1995
    date issued1995
    identifier issn0892-7219
    identifier otherJMOEEX-28099#85_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115799
    description abstractA novel, simple method to calculate compliant tower (CT) level shear and moment envelopes for preliminary design has been developed, and verified by comparing with rigorous 3-D tower analyses. The approach relies on a vast experience base to define important features influencing the dynamic response of CTs, and a new closed-form solution for the acceleration (needed to construct design envelopes) of the tower caused by an impulsive-type wave load. The main benefits of the approach are: 1) the designer can iterate and quickly converge on a working preliminary design without resorting to time-consuming computer analyses; 2) the designer can quickly evaluate configurations for different water depths, pile arrangements, payload, steel grade, reserve buoyancy, and well counts.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleQuickwave: An Impulse Algorithm to Calculate Preliminary Design Shear and Moment Envelopes for Compliant Towers
    typeJournal Paper
    journal volume117
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2827068
    journal fristpage85
    journal lastpage90
    identifier eissn1528-896X
    keywordsShear (Mechanics)
    keywordsImpulse (Physics)
    keywordsAlgorithms
    keywordsDesign
    keywordsComputers
    keywordsDynamic response
    keywordsWater
    keywordsBuoyancy
    keywordsSteel
    keywordsStress AND Waves
    treeJournal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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