## 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 63

1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT To

estimate the hydrodynamic forces acting on ocean structures , the problem of

considered ...

1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT To

estimate the hydrodynamic forces acting on ocean structures , the problem of

**interaction**among an assembly of cylinders fixed in both waves and current isconsidered ...

Page 243

equivalent Strouhal frequency at several maximum nondimensional response

amplitudes Vibrating cylinder tests study fluid - structure

become important in a VIV predictive model for long cylinders ( risers ) that will ...

equivalent Strouhal frequency at several maximum nondimensional response

amplitudes Vibrating cylinder tests study fluid - structure

**interaction**effects thatbecome important in a VIV predictive model for long cylinders ( risers ) that will ...

Page 265

Department of Ocean Engineering ... China Abstract A linear ray theory is

developed to study the

deep water ...

**INTERACTION**OF WAVES WITH INTAKE - PIPE FLOW B . PadmanabhanDepartment of Ocean Engineering ... China Abstract A linear ray theory is

developed to study the

**interaction**of water waves with steady intake - pipe flow indeep water ...

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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