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

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Page 95

From this comparison , it should be noted that Newman's method may underestimate the slowly varying drift forces when the dominant frequencies of incident wave power spectrum is around the resonant frequency of heave

From this comparison , it should be noted that Newman's method may underestimate the slowly varying drift forces when the dominant frequencies of incident wave power spectrum is around the resonant frequency of heave

**motion**. enough to ...Page 312

O : horizontal

O : horizontal

**motion**+ : elliptic**motion**A : circular**motion**1.00 + 0.50 0.00 0.0 5.0 20.0 25.0 10.0 15.0 Period ( s ) damping coefficients , this formulation might not apply in different configurations . To have some generality it ...Page 386

G.M.P. Ľ , SL Force transducers 300 mm - - - - -- 1 1 D H 1400 mm 300 mm Figure 2 where a is the

G.M.P. Ľ , SL Force transducers 300 mm - - - - -- 1 1 D H 1400 mm 300 mm Figure 2 where a is the

**motion**amplitude , w the frequency , s the section , and L a reference length taken as equal to one meter . Fc is the force component in ...### 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 | |

17 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 Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind