## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 317

1991 OMAE – Volume 1 - A , Offshore Technology ASME – 1991 ABSTRACT Ssa Su , S6 , S6 number of correlation and admissibility constraints = number of displacement , frequency , and modal node correlation measurements nodal

1991 OMAE – Volume 1 - A , Offshore Technology ASME – 1991 ABSTRACT Ssa Su , S6 , S6 number of correlation and admissibility constraints = number of displacement , frequency , and modal node correlation measurements nodal

**static**...Page 521

where F is the additional

where F is the additional

**static**load due to current and W is the ac corresponding displacement . The total**static**displacement vector W , is given by m c W = W + W ( 12 ) S “ с The computation of F in Eq . ( 11 ) involves Morison drag ...Page 528

The effective support points for condition B move further outboard , resulting in larger

The effective support points for condition B move further outboard , resulting in larger

**static**moments in the deck , while the support points for condition C are the furthest outboard , resulting in the worst support condition and ...### What people are saying - Write a review

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces