## 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 278

100 h - . where h g T = water

20 10 30 70 80 90 40 50 60 OPERATIONAL

absorbers have been analyzed , namely : the piston ( or bulkhead ) type and the

...

100 h - . where h g T = water

**depth**= acceleration due to gravity = wave period -20 10 30 70 80 90 40 50 60 OPERATIONAL

**DEPTH**( Z ) Two kinds of waveabsorbers have been analyzed , namely : the piston ( or bulkhead ) type and the

...

Page 279

175 0 . 200 ETA Fig . 8 . Energy Flux Amplitude Ratio ( operational

indicated for 2 degree - of - freedom compound absorbers ) Fig . 6 . Energy Flux

Amplitude Ratio ( operational

TYPE .

175 0 . 200 ETA Fig . 8 . Energy Flux Amplitude Ratio ( operational

**depth**: asindicated for 2 degree - of - freedom compound absorbers ) Fig . 6 . Energy Flux

Amplitude Ratio ( operational

**depth**: surface to 75 % of water**depth**) HINGETYPE .

Page 245

... Aa crack

range - Kmax - Kanin Akth threshold value of AK AN increase in number of cycles

Ao stress range - Omax · Omin NOTATION a crack

ag ...

... Aa crack

**depth**extension Ac crack width extension AK stress intensity factorrange - Kmax - Kanin Akth threshold value of AK AN increase in number of cycles

Ao stress range - Omax · Omin NOTATION a crack

**depth**as critical crack**depth**ag ...

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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