## 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 89

Table 2 Ratio between response

Table 2 Ratio between response

**estimated**using non - Gaussian sea surface ( by Hermite expansion ) and Gaussian sea surface ( Avearge from eight samples ) Table 3 Skewness and kurtosis of base shear**estimated**using non - Gaussian sea ...Page 117

For the procedure with the long term response being

For the procedure with the long term response being

**estimated**using nonlinear response analysis , the wave scatter diagram is divided into five blocks as shown in Table 1 and the long term response for each sample vector in the ...Page 373

( 14 ) the distribution function of the annual largest significant wave height Hg , may be written as ( 60 ) ** PN , ( non ) e ( maximum annual wave height is

( 14 ) the distribution function of the annual largest significant wave height Hg , may be written as ( 60 ) ** PN , ( non ) e ( maximum annual wave height is

**estimated**to 17.2 m , the COV is**estimated**to 0.11 and the 100 - years wave ...### 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