## 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 64

In addition to satisfying the Laplace equation , the

penetration flow on the sea bottom and the cylinder ... To obtain a particular

solution for the problem caused by the effects of steady disturbance

Green function ...

In addition to satisfying the Laplace equation , the

**potentials**satisfy nopenetration flow on the sea bottom and the cylinder ... To obtain a particular

solution for the problem caused by the effects of steady disturbance

**potential**, aGreen function ...

Page 65

disturbance

Sommerfeld condition and is convergent at far field . From the above discussion ,

it can be seen that the zeroth order

disturbance

**potential**o as r increases , the**potential**ois satisfies an ordinarySommerfeld condition and is convergent at far field . From the above discussion ,

it can be seen that the zeroth order

**potential**satisfies the same boundary value ...Page 74

The vertical dependency of the first - order diffracted

linearized radiation

expansions and a two - dimensional higher - order boundary element approach

is ...

The vertical dependency of the first - order diffracted

**potential**and the associatedlinearized radiation

**potentials**may be expressed in terms of eigenfunctionexpansions and a two - dimensional higher - order boundary element approach

is ...

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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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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