## 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 229

sudden

force amplitude , hence the comparison with a mechanical oscillator . Limits For

Lock - in : Uniform Flow Stansby ( 1976 ) A : Re = 3 , 600 o : Re = 9 , 200 Peltzer

et ...

sudden

**phase**shift was also shown to be associated with a significant jump inforce amplitude , hence the comparison with a mechanical oscillator . Limits For

Lock - in : Uniform Flow Stansby ( 1976 ) A : Re = 3 , 600 o : Re = 9 , 200 Peltzer

et ...

Page 327

( 7 ) its effectiveness for low I ' C . The Hilbert transform can extract the envelope

and

for a particular K ' C regime . A ( t ) = V ( F ( t ) ) 2 + ( ä ( t ) ) 2 is the " envelope ...

( 7 ) its effectiveness for low I ' C . The Hilbert transform can extract the envelope

and

**phase**functions and allow us to assess what type of modulation is prevalentfor a particular K ' C regime . A ( t ) = V ( F ( t ) ) 2 + ( ä ( t ) ) 2 is the " envelope ...

Page 5

The review below examines criteria in operational as well as temporary

in other to see possible similarities and ... Risk Acceptance Criteria Risk

acceptance criteria for the Link in operational

for the ...

The review below examines criteria in operational as well as temporary

**phases**,in other to see possible similarities and ... Risk Acceptance Criteria Risk

acceptance criteria for the Link in operational

**phase**were established ( Ref . 4 )for the ...

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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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### 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 tower variables velocity wave wind