## 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 39

The normal stress condition ( 10 ) and the corresponding tangential stress

conditions are appropriate only if the free - surface

resolved . Since it is difficult to resolve the

Reynolds ...

The normal stress condition ( 10 ) and the corresponding tangential stress

conditions are appropriate only if the free - surface

**boundary**- layer is sufficientlyresolved . Since it is difficult to resolve the

**boundary**- layer at full - scaleReynolds ...

Page 112

Figure 8 presents a more detailed plot of the first - and second - order relative

errors for the different locations of the radiation

be seen that while the first - order relative errors are all less than 0 . 01 , the

second ...

Figure 8 presents a more detailed plot of the first - and second - order relative

errors for the different locations of the radiation

**boundary**. From this figure it canbe seen that while the first - order relative errors are all less than 0 . 01 , the

second ...

Page 274

m ummunun The general solution for the velocity potential in the frequency

domain may be given as : 0 = Re ( AoWoeito te iwt + A o Vove the seriut + į An

Vineta se viur ] ( 5a ) OPEN

...

m ummunun The general solution for the velocity potential in the frequency

domain may be given as : 0 = Re ( AoWoeito te iwt + A o Vove the seriut + į An

Vineta se viur ] ( 5a ) OPEN

**BOUNDARY**- - - n = 1 INNER DOMAIN IMAGINARY...

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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 | |

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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