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

### From inside the book

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Page 2

Waves once formed will continue to travel in the

the wind dies or turns. ... Real waves are a mixture of heights, periods and

of the ...

Waves once formed will continue to travel in the

**direction**of their formation afterthe wind dies or turns. ... Real waves are a mixture of heights, periods and

**directions**, so wave data analysis requires a statistical approach. The local stateof the ...

Page 339

So, the expended time to E incoming energy between adjacent mooring lines

carry out a complete mooring design is normally large despite the F(6)

environmental force for a given

occurs ...

So, the expended time to E incoming energy between adjacent mooring lines

carry out a complete mooring design is normally large despite the F(6)

environmental force for a given

**direction**6 (wind designer experience. In fact itoccurs ...

Page 232

With the crack growing into both depth and width

for both

in both

With the crack growing into both depth and width

**direction**, crack extension rulesfor both

**directions**are needed. In the CFA this ... In this model equation 1 is usedin both

**directions**with the appropriate SIF range (AKA for the depth**direction**...### 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