## 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 2

can be summarised by a small number of basic statistics , usually height , period

and

Hg = 4mo ( 1 ) where mn = ss felf , 6 ) dfde is the spectral moment of n - th order .

can be summarised by a small number of basic statistics , usually height , period

and

**direction**. Significant wave height is generally computed by the expressionHg = 4mo ( 1 ) where mn = ss felf , 6 ) dfde is the spectral moment of n - th order .

Page 339

... final results , including the expended time to run , are presented in order to

prove the PROANC system wide potential as a design tool . total projected area

for a given

... final results , including the expended time to run , are presented in order to

prove the PROANC system wide potential as a design tool . total projected area

for a given

**direction**( wind or current ) platform drag coefficient for a given**direction**0 ...Page 412

the g - factor in the X -

mass found to be insensitive to the intermediate support for the pipes . But in the

Y -

...

the g - factor in the X -

**direction**at the racking board level due to the setbackmass found to be insensitive to the intermediate support for the pipes . But in the

Y -

**direction**, the g - factor was found to reduce by 15 % with respect to Model - 2...

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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 | |

25 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 variables velocity wave wind