## 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 241

0E + 06 water water water air uniform Now , based on experiments by

Wieseelberger uniform

- clamped smooth , uniform

roughness ...

0E + 06 water water water air uniform Now , based on experiments by

Wieseelberger uniform

**flow**rigid cyl , dampened smooth , uniform**flow**, clamped- clamped smooth , uniform

**flow**Shell experiments , uniform**flow**, 0 . 02roughness ...

Page 265

INTERACTION OF WAVES WITH INTAKE - PIPE

Department of Ocean Engineering University of Hawaii , Manoa Honolulu ,

Hawaii Now let the overbars denote the following dimensionless variables : - - - -

- - - - 1994 ...

INTERACTION OF WAVES WITH INTAKE - PIPE

**FLOW**B . PadmanabhanDepartment of Ocean Engineering University of Hawaii , Manoa Honolulu ,

Hawaii Now let the overbars denote the following dimensionless variables : - - - -

- - - - 1994 ...

Page 325

1994 OMAE – Volume I , Offshore Technology ASME 1994 Abstract 1

Introduction and background This article examines methods for predicting the

characteristic properties of lift forces induced on circular cylinders by oscillating

fluid

1994 OMAE – Volume I , Offshore Technology ASME 1994 Abstract 1

Introduction and background This article examines methods for predicting the

characteristic properties of lift forces induced on circular cylinders by oscillating

fluid

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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 tower variables velocity wave wind