## 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 93

If P is a boundary point , a is the interior angle of the boundary at point P . We

choose Green ' s function G ( P , Q )

the bottom boundary condition with constant water depth . Taking the time

derivative ...

If P is a boundary point , a is the interior angle of the boundary at point P . We

choose Green ' s function G ( P , Q )

**given**by Eq . ( 4b ) , which already satisfiesthe bottom boundary condition with constant water depth . Taking the time

derivative ...

Page 94

Again using the time derivative of the kinematic boundary condition ,

assume that the convective terms — such as spacial derivat the velocity u and v

on the free surface ; i . e . du / dx , du / dy , dv / dv / dy - are negligibly small near ...

Again using the time derivative of the kinematic boundary condition ,

**given**by Weassume that the convective terms — such as spacial derivat the velocity u and v

on the free surface ; i . e . du / dx , du / dy , dv / dv / dy - are negligibly small near ...

Page 339

So , the expended time to carry out a complete mooring design is normally large

despite the designer experience . In fact it occurs because of the necessary

interaction between the user and the calculation program — the inputs for a

run ...

So , the expended time to carry out a complete mooring design is normally large

despite the designer experience . In fact it occurs because of the necessary

interaction between the user and the calculation program — the inputs for a

**given**run ...

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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