## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

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Page 342

A given pretension is

in the natal condition Evaluation of the otis at In the critical direction Evaluation of

the offset in the critical direction 1 YES Now pre - tension Is estimated YES ( lcrit ...

A given pretension is

**assumed**| Equilibrium in the neutral condition Equilibriumin the natal condition Evaluation of the otis at In the critical direction Evaluation of

the offset in the critical direction 1 YES Now pre - tension Is estimated YES ( lcrit ...

Page 296

The annual extreme ( minimum ) clearance probability distribution is a function of

the

pull - back distance , we

The annual extreme ( minimum ) clearance probability distribution is a function of

the

**assumed**initial value of the DV pull ... For small changes in the**assumed**DVpull - back distance , we

**assume**that the probability distribution curve can be re ...Page 373

Due to small COV [ T . ) , T . will be

expected value given by eq . ( 12 ) . The number of annual storms Nin where the

significant wave height exceed the threshold hen is

Due to small COV [ T . ) , T . will be

**assumed**deterministic , and equal to theexpected value given by eq . ( 12 ) . The number of annual storms Nin where the

significant wave height exceed the threshold hen is

**assumed**to be Poisson ...### 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 | |

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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