## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

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Page 73

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

complete second - order solution is presented for the

the action of bichromatic , bi - directional waves on an array of bottom - mounted

...

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

complete second - order solution is presented for the

**hydrodynamic**forces due tothe action of bichromatic , bi - directional waves on an array of bottom - mounted

...

Page 221

( 1970 ) , and Sarpkaya ( 1977 ) assumed a harmonic function for total

velocity , and one 180° out of phase with cylinder acceleration . This approach

completely ...

( 1970 ) , and Sarpkaya ( 1977 ) assumed a harmonic function for total

**hydrodynamic**force and split it into two components : one in phase with cylindervelocity , and one 180° out of phase with cylinder acceleration . This approach

completely ...

Page 235

4 Added Mass and Damping Forces The first term is the component of drag force

transverse to the incident flow . This drag always opposes cylinder velocity , and

therefore contributes

4 Added Mass and Damping Forces The first term is the component of drag force

transverse to the incident flow . This drag always opposes cylinder velocity , and

therefore contributes

**hydrodynamic**damping to the system . For relatively small ...### 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 | |

9 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 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