## 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 137

The parameters P , D , and Cd

The parameters P , D , and Cd

**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

At each flow velocity and amplitude combination , cylinder frequencies typically range from below to well above the nominal ( stationary cylinder ) Strouhal frequency These data therefore

At each flow velocity and amplitude combination , cylinder frequencies typically range from below to well above the nominal ( stationary cylinder ) Strouhal frequency These data therefore

**represent**a variety of flow and response ...Page 339

The polynomial models that

The polynomial models that

**represent**response surfaces were modified to**represent**the three base platforms at 7 scales ( 0.75 , 0.85 , 0.95 , 1.0 , 1.05 , 1.15 , 1.25 ) , and the un - scaled platforms in three different water depths ...### 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 | |

27 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 costs 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 force frequency function given height important increase initial inspection installation integration interaction joints length lift lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear 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 variables velocity wave wind