## 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 29

R =- = KHS ( 15 ) O and trough regions , thus pushing crests and troughs upward

relative to predictions from

amplitudes and decreased trough amplitudes as indicated by equation ( 4 ) . We

now ...

R =- = KHS ( 15 ) O and trough regions , thus pushing crests and troughs upward

relative to predictions from

**linear**theory . This results in increased crestamplitudes and decreased trough amplitudes as indicated by equation ( 4 ) . We

now ...

Page 273

1994 OMAE – Volume I , Offshore Technology ASME 1994 V , Vn Ω n = h / gt2

vertical eigenfunctions domain of definition non - dimensional water depth

incident wave frequency ABSTRACT The use of

...

1994 OMAE – Volume I , Offshore Technology ASME 1994 V , Vn Ω n = h / gt2

vertical eigenfunctions domain of definition non - dimensional water depth

incident wave frequency ABSTRACT The use of

**linear**wave absorbers has been...

Page 136

Figure 5 Response spectra of the base shear -

method . X X X X Mox imo ... However , for the base shear the differences are

greater for the nonlinear model and intermediate values of y than for the

model .

Figure 5 Response spectra of the base shear -

**Linear**vs . nonlinear analysesmethod . X X X X Mox imo ... However , for the base shear the differences are

greater for the nonlinear model and intermediate values of y than for the

**linear**model .

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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