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

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Page 155

Additionally, the

fabrication or installation damage at the ... All joints are

fatigue lives of 60 years (i.e., T = 60) as calculated using the U.K. Department of ...

Additionally, the

**assumption**has been made that there has been no abnormalfabrication or installation damage at the ... All joints are

**assumed**to have spectralfatigue lives of 60 years (i.e., T = 60) as calculated using the U.K. Department of ...

Page 240

It is

circumstances before the actual sizing. This is done to avoid the situation that a

surface crack with a very small depth is measured using expensive sizing

techniques.

It is

**assumed**that a preliminary grinding of the crack is performed under allcircumstances before the actual sizing. This is done to avoid the situation that a

surface crack with a very small depth is measured using expensive sizing

techniques.

Page 373

Due to small COVIT], T. will be

value given by eq. (12). The number of annual storms Nu, where the significant

wave height exceed the threshold h, is

...

Due to small COVIT], T. will be

**assumed**deterministic, and equal to the expectedvalue given by eq. (12). The number of annual storms Nu, where the significant

wave height exceed the threshold h, is

**assumed**to be Poisson distributed, and is...

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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 | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind