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

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Page 137

The parameters P , D , and Co

The parameters P , D , and Co

**represent**the mass density of water , the pile diameter , and the dimensionless hydrodynamic drag coefficient , respectively . The force records simulated using both Wheeler and Delta stretch with actual ...Page 236

These data therefore

These data therefore

**represent**a variety of flow and response conditions that range from low frequency motion superimposed upon vortex shedding at a higher frequency , through lock - in , to high frequency motion superimposed on vortex ...Page 338

... 1 + a25p + 1387 ) + € ( 1 ) a where fp is the peak frequency of wave spectrum , a's

... 1 + a25p + 1387 ) + € ( 1 ) a where fp is the peak frequency of wave spectrum , a's

**represent**the ... and ε is a random variable with zero mean that**represents**the uncertainty in the fit of equation to the data .### 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 | |

24 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 tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind