## 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 98

2.0 ΑΛΛΛΛΛΛΛΛΛΑ -3.0 Sway Motion ( m ) Sway Force ( 1 / m ) 0.0 0 -6.0 4.0 80 160 240 320 400 480 560 ( sec ) 2.0 0 Fig.8 Comparison of slowly varying drift forces calculated by Newman's method and present method due to two

2.0 ΑΛΛΛΛΛΛΛΛΛΑ -3.0 Sway Motion ( m ) Sway Force ( 1 / m ) 0.0 0 -6.0 4.0 80 160 240 320 400 480 560 ( sec ) 2.0 0 Fig.8 Comparison of slowly varying drift forces calculated by Newman's method and present method due to two

**components**...Page 316

Random phase angles are drawn for each frequency

Random phase angles are drawn for each frequency

**component**and a realization of the wave process is found by adding the harmonic**components**. Each different set of random phase angles will result in a different realization of the wave ...Page 143

The tether system consists of identical

The tether system consists of identical

**components**, i.e.**components**with the same nominal material and geometry properties . The only difference between the random variables in**component**i and j is the stress level , which depends on ...### 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 | |

27 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 costs 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 force frequency function given height important increase initial inspection installation integration interaction joints length lift lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear 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