## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American 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

. enough ...

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 ...

Page 312

00 Figure 9 : bichromatic

for kc = 1 . and Kc = 3 . 0 : horizontal

. 50 0 . 0 5 . 0 20 . 0 25 . 0 10 . 0 15 . 0 Period ( s ) damping coefficients , this ...

00 Figure 9 : bichromatic

**motion**. Low frequency damping coefficient versus T ,for kc = 1 . and Kc = 3 . 0 : horizontal

**motion**+ : elliptic**motion**A : circular**motion**0. 50 0 . 0 5 . 0 20 . 0 25 . 0 10 . 0 15 . 0 Period ( s ) damping coefficients , this ...

Page 386

G . M . P . SL Force transducers 300 mm 1400 mm 300 mm TTTT Figure 2 where

a is the

length taken as equal to one meter . Fc is the force component in phase with the ...

G . M . P . SL Force transducers 300 mm 1400 mm 300 mm TTTT Figure 2 where

a is the

**motion**amplitude , w the frequency , s the section , and L a referencelength taken as equal to one meter . Fc is the force component in phase with the ...

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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 | |

9 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table tower variables velocity wave wind