## 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 14

that of the bridle - mooring , while the transfer functions vary only moderately with

wave frequency ( i . e . , sea state ) . To test if the transfer functions are constant ...

**Table**3 shows that the pitch response of the bottommooring is much higher thanthat of the bridle - mooring , while the transfer functions vary only moderately with

wave frequency ( i . e . , sea state ) . To test if the transfer functions are constant ...

Page 120

the results of Lecointe and Piquet ( 1989 ) for the same cases . In

the Strouhal number for the nonoscillating cylinder . The results for the forced ...

**Table**1 summarizes our results for these two Reynolds numbers and also liststhe results of Lecointe and Piquet ( 1989 ) for the same cases . In

**Table**1 , S isthe Strouhal number for the nonoscillating cylinder . The results for the forced ...

Page 426

Although the example of this paper was a major offshore development project

with very strict risk acceptance criteria , the methodology will prove fruitful for

smaller platforms as well 9 . DA

Probabilities of ...

Although the example of this paper was a major offshore development project

with very strict risk acceptance criteria , the methodology will prove fruitful for

smaller platforms as well 9 . DA

**TABLES Table**1 a Acceptable AnnualProbabilities of ...

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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