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

### From inside the book

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Page 208

1.0E + 02 2.0E + 07 air Woodruff - Kozak 2.0E + 05 2.0E + 05 air

1.0E + 02 2.0E + 07 air Woodruff - Kozak 2.0E + 05 2.0E + 05 air

**mean**peak shock tube , uniform flow , few oscillation cycles of lift force**mean**peak rigid cylinder , strain gage measurements rms peak smooth cylinder , uniform flow ...Page 83

In general , Eq . 11 is the

In general , Eq . 11 is the

**mean**profile , E [ n ( t ) ] , given only that n ( 0 ) = nmar . This follows directly from the conditional**mean**formula 1 OY E [ Y | X ) = my + PXY ( X – mx ) ох ( 12 ) Estimated**mean**1 - hr max sway ( m ) ...Page 337

The

The

**mean**annual rate ( a ) of occurrence of hurricanes at a generic site associated with H > 8 meters . A 3 - parameter Weibull distribution for the significant wave height H , associated with the eight meter threshold .### 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