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    Tether Deformation and Tension Leg Platform Surge

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author:
    Emil Simiu
    ,
    Alfred Carasso
    ,
    Charles E. Smith
    DOI: 10.1061/(ASCE)0733-9445(1984)110:6(1419)
    Publisher: American Society of Civil Engineers
    Abstract: Estimates of tension leg platform (TLP) surge presented in the literature are generally based on the assumption that the tethers are straight at all times, i.e., that transverse deformations of tethers due to hydrodynamic and inertial forces may be disregarded. The purpose of this note is to verify the validity of this assumption in the case of a deep water TLP. The equation of motion of the tethers for the platform being considered is a nonlinear partial differential wave equation. The numerical solution of that equation showed that, for an assumed harmonic motion of the platform, the hydrodynamic and inertial forces that cause the tethers to deflect will increase the amplitude of the restoring force on the platform by a factor of about three. However, the resulting platform motion does not differ significantly from that corresponding to the assumption that the tethers are straight.
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      Tether Deformation and Tension Leg Platform Surge

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    contributor authorEmil Simiu
    contributor authorAlfred Carasso
    contributor authorCharles E. Smith
    date accessioned2017-05-08T22:18:58Z
    date available2017-05-08T22:18:58Z
    date copyrightJune 1984
    date issued1984
    identifier other40618094.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77351
    description abstractEstimates of tension leg platform (TLP) surge presented in the literature are generally based on the assumption that the tethers are straight at all times, i.e., that transverse deformations of tethers due to hydrodynamic and inertial forces may be disregarded. The purpose of this note is to verify the validity of this assumption in the case of a deep water TLP. The equation of motion of the tethers for the platform being considered is a nonlinear partial differential wave equation. The numerical solution of that equation showed that, for an assumed harmonic motion of the platform, the hydrodynamic and inertial forces that cause the tethers to deflect will increase the amplitude of the restoring force on the platform by a factor of about three. However, the resulting platform motion does not differ significantly from that corresponding to the assumption that the tethers are straight.
    publisherAmerican Society of Civil Engineers
    titleTether Deformation and Tension Leg Platform Surge
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:6(1419)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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