## 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 350

However , the

more energetic than predicted by KBLDYN . For both tests , the simulated

displacement amplitudes are approximately one foot greater than the

However , the

**measured**data show that the higher frequency response will bemore energetic than predicted by KBLDYN . For both tests , the simulated

displacement amplitudes are approximately one foot greater than the

**measured**...Page 31

In general the computational cells used in the simulation are larger than the real

were also observed by the surveyor offshore , Micropack ( 1993 ) , but are not ...

In general the computational cells used in the simulation are larger than the real

**measurement**point and there will ... Spatial variations in the**measured**velocitieswere also observed by the surveyor offshore , Micropack ( 1993 ) , but are not ...

Page 59

Under rather general conditions , the distribution function of the annual largest

value , He will asymptotically approach the Gumbel model : The hindcast and

Under rather general conditions , the distribution function of the annual largest

value , He will asymptotically approach the Gumbel model : The hindcast and

**measured**spectral peak periods are compared in Fig . 6 . Both the bias and the ...### 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 | |

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