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

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Page 319

Note the large variation in these samples - especially for the uppermost part of the

Note the large variation in these samples - especially for the uppermost part of the

**distributions**. ... The maxima from all 15 realizations may alternatively be used as one sample and the maxima sample**distribution**be calculated from ...Page 293

The annual extreme clearance

The annual extreme clearance

**distribution**can be obtained from the long - term**distribution**of clearance using a censored Poisson model with independent winter - storm seastatearrival . For the line - break case , we do not need the ...Page 296

COSMOS phasing For each clearance threshold , the fragility curves are weighted with the hazard curve , i.e. , the long - term

COSMOS phasing For each clearance threshold , the fragility curves are weighted with the hazard curve , i.e. , the long - term

**distribution**of the wind speed . Equation 8 describes the weighting operation to obtain the unconditional or ...### 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