## 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 30

The agreement with the the simulation results can be seen to be very good . a HS a 10 Values of the spectral coefficient C , determined from equation ( 12 ) with R set equal to zero , are shown in Figure 2 as a function of the

The agreement with the the simulation results can be seen to be very good . a HS a 10 Values of the spectral coefficient C , determined from equation ( 12 ) with R set equal to zero , are shown in Figure 2 as a function of the

**relative**...Page 49

The interference is referred to the

The interference is referred to the

**relative**displacement between two risers exceeding a given value ( i.e. , the surface - to - surface distance ) . The risers assumed to be " transparent " to each other , i.e. , the interference does ...Page 50

The double convolution for the drift a sums By using a similar procedure as described in simulating drift forces we can simulate the drift - induced

The double convolution for the drift a sums By using a similar procedure as described in simulating drift forces we can simulate the drift - induced

**relative**displacement , { " ( t ) . The**relative**velocity time history is a derivative ...### 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