## 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 14

Table 3

that of the bridle - mooring , while the transfer functions vary only moderately with

wave frequency ( i . e . , sea state ) . To test if the transfer functions are constant ...

Table 3

**shows**that the pitch response of the bottommooring is much higher thanthat of the bridle - mooring , while the transfer functions vary only moderately with

wave frequency ( i . e . , sea state ) . To test if the transfer functions are constant ...

Page 349

Thus the spectra

seem to indicate that the discus buoy ' s pitch ... Figure 12a

tension autospectrum at the buoy tether point , while Figure 13a presents the

tension ...

Thus the spectra

**show**the pitch response as broad - band noise which wouldseem to indicate that the discus buoy ' s pitch ... Figure 12a

**shows**the cabletension autospectrum at the buoy tether point , while Figure 13a presents the

tension ...

Page 80

For a single variable 6 , SR = V1 - R2 in which R is the correlation coefficient

between 0 and Y . More generally R is a multiple correlation coefficient . Figure 3

wave ...

For a single variable 6 , SR = V1 - R2 in which R is the correlation coefficient

between 0 and Y . More generally R is a multiple correlation coefficient . Figure 3

**shows**the sigma reduction ratio , SR , found from linear regression on variouswave ...

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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 | |

9 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 tower variables velocity wave wind