## 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 297

36 to obtain the annual maximum value of the undisturbed

height . height H , and corresponding peak periods T , is fabricated . The wave

height enhancement factors are determined at the position of measurement

assuming a ...

36 to obtain the annual maximum value of the undisturbed

**significant**waveheight . height H , and corresponding peak periods T , is fabricated . The wave

height enhancement factors are determined at the position of measurement

assuming a ...

Page 63

5 125 Hrno hindcast ( m ) Fig . 4 Measured

hindcast

between hindcast and measured spectral peak period versus hindcast

wave ...

5 125 Hrno hindcast ( m ) Fig . 4 Measured

**significant**wave height versushindcast

**significant**wave height for the maximum of 68 storm events . Differencebetween hindcast and measured spectral peak period versus hindcast

**significant**wave ...

Page 67

ON THE STATISTICAL UNCERTAINTY IN LONG TERM PREDICTIONS OF

Department of Naval Architecture and Ocean Engineering Instituto Superior

Técnico ...

ON THE STATISTICAL UNCERTAINTY IN LONG TERM PREDICTIONS OF

**SIGNIFICANT**WAVE HEIGHT Carlos Guedes Soares and Ana C . HenriquesDepartment of Naval Architecture and Ocean Engineering Instituto Superior

Técnico ...

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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