## 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 3

The duration of a sea state is

state . The duration of weather systems is

forecasting , in particular forecasting calms when no power is available .

The duration of a sea state is

**important**for estimating extreme waves within thatstate . The duration of weather systems is

**important**in determining the limits onforecasting , in particular forecasting calms when no power is available .

Page 243

equivalent Strouhal frequency at several maximum nondimensional response

amplitudes Vibrating cylinder tests study fluid - structure interaction effects that

become

equivalent Strouhal frequency at several maximum nondimensional response

amplitudes Vibrating cylinder tests study fluid - structure interaction effects that

become

**important**in a VIV predictive model for long cylinders ( risers ) that will ...Page 419

This approach allows incorporation of the following

these failure modes , it is

operations , review all relevant documentation like procedures , structural

calculations ...

This approach allows incorporation of the following

**important**factors : To identifythese failure modes , it is

**important**to interview personnel involved in theoperations , review all relevant documentation like procedures , structural

calculations ...

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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