## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 91

... HEAVE MOTION ON SLOW DRIFT OSCILLATION CONSIDERING FINITE AMPLITUDE MOTIONS OF A FLOATING

... HEAVE MOTION ON SLOW DRIFT OSCILLATION CONSIDERING FINITE AMPLITUDE MOTIONS OF A FLOATING

**BODY**Yoshihiro Tanaka Department of ... taking into account the finite large - amplitude motion of two - dimensional moored floating**bodies**.Page 93

Due to the pulsating flux density , two waves , propagating in opposite directions , are generated . where X and Y denote the local coordinates from the center of the gravity to the point on the

Due to the pulsating flux density , two waves , propagating in opposite directions , are generated . where X and Y denote the local coordinates from the center of the gravity to the point on the

**body's**surface .Page 94

The normal velocity component Un should be equal to the normal velocity component of the

The normal velocity component Un should be equal to the normal velocity component of the

**body**motion due to the kinematic boundary condition on the**body**surface . az = Xx + AUX at ? X = + x ( 19a ) 3 ܐܙܦ 3 B , - [ M , = Ki ( 195 ) Un ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

24 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind