## 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 235

The ensuing cable motion through the

hydrodynamic force that will affect its response . Hydrodynamic force on cables

and slender cylinders moving through a

mass ...

The ensuing cable motion through the

**fluid**will generate additionalhydrodynamic force that will affect its response . Hydrodynamic force on cables

and slender cylinders moving through a

**fluid**is typically viewed in terms of addedmass ...

Page 244

Batham , J . P . , 1973 , " Pressure Distributions on Circular Cylinders at Critical

Reynolds Numbers , " Journal

following steps seem appropriate to apply the above findings to modeling of riser

VIV ...

Batham , J . P . , 1973 , " Pressure Distributions on Circular Cylinders at Critical

Reynolds Numbers , " Journal

**Fluid**Mechanics , Vol . 57 , pp . 209 - 229 . Thefollowing steps seem appropriate to apply the above findings to modeling of riser

VIV ...

Page 246

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

Cylinders , " Journal of

Falco , M . , 1971 , " On the Forces Transmitted to a Vibrating Cylinder by a

Blowing ...

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 by a

Blowing ...

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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 | |

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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 variables velocity wave wind