## 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

The

small current velocity and linear wave theory . The interaction among cylinders is

represented by waves emitted from adjacent cylinders towards the cylinder ...

The

**problem**is linearized by a perturbation method based on the assumption ofsmall current velocity and linear wave theory . The interaction among cylinders is

represented by waves emitted from adjacent cylinders towards the cylinder ...

Page 65

From the above discussion , it can be seen that the zeroth order potential satisfies

the same boundary value

current . The first order

From the above discussion , it can be seen that the zeroth order potential satisfies

the same boundary value

**problem**as that in the linear wave theory withoutcurrent . The first order

**problem**differs from the zeroth order one only in the free ...Page 67

00 corresponding to the terms f , and f , respectively and will be solved separately

due to the linearity of the

seeking a particular solution which satisfies corresponding inhomogeneous free

...

00 corresponding to the terms f , and f , respectively and will be solved separately

due to the linearity of the

**problem**. Each of these iwo**problems**is solved by firstseeking a particular solution which satisfies corresponding inhomogeneous free

...

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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 | |

25 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 variables velocity wave wind