## 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 245

Chiu , W. S. , Lienhard , J. H. , " On Real Fluid Flow Over Yawed

Chiu , W. S. , Lienhard , J. H. , " On Real Fluid Flow Over Yawed

**Circular**Cylinders , " ASME Paper No. 67 - WAVFE11 . Brown , D. , Bartle , M. , 1982 , " The Cause and Cure of Vibration - Induced Failure of Drill Casing in High Tidal ...Page 246

Farell , C. , Blessmann , J. , 1983 , " On Critical Flow Around Smooth

Farell , C. , Blessmann , J. , 1983 , " On Critical Flow Around Smooth

**Circular**Cylinders , " Journal of Fluid Mechanics , Vol . 136 , pp . 375-391 . Diana , G. , Falco , M. , 1971 , " On the Forces Transmitted to a Vibrating Cylinder ...Page 252

Sarpkaya , T. , 1963 , " Lift Drag and Added - Mass Coefficients for a

Sarpkaya , T. , 1963 , " Lift Drag and Added - Mass Coefficients for a

**Circular**Cylinder in a Time - Dependent Flow , " Journal of Applied Mechanics , Vol . 30 , No. 1 . Trans . ASME , Vol . 85 , Series E , pp . 13-15 .### 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