## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 78

... Table 1: Magnitudes of the

force QTF on cylinder 1 of a pair of cylinders for B = 45° and ßk = 0°. The upper

right triangular matrix contains the values of the force

direction, ...

... Table 1: Magnitudes of the

**components**of the second-order sum-frequencyforce QTF on cylinder 1 of a pair of cylinders for B = 45° and ßk = 0°. The upper

right triangular matrix contains the values of the force

**component**in the y-direction, ...

Page 81

... 7: Magnitudes of the

force QTF on cylinder 2 of a pair of cylinders for B = 45° and B = 0°. The upper

right triangular matrix contains the values of the force

direction, the ...

... 7: Magnitudes of the

**components**of the second-order difference-frequencyforce QTF on cylinder 2 of a pair of cylinders for B = 45° and B = 0°. The upper

right triangular matrix contains the values of the force

**component**in the y-direction, the ...

Page 94

3, let the velocity vector ü(u,v) on the free surface decompose into the normal

velocity

along the body surface Us. Thus each velocity

3, let the velocity vector ü(u,v) on the free surface decompose into the normal

velocity

**component**to the body surface Un and the tangential velocity**component**along the body surface Us. Thus each velocity

**component**Un and Us can be ...### 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 | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind