## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 28

3, "ey" H# exp(-i(#)') == (1) where S denotes the

peak

the significant wave height, defined as four times the root-mean -square ...

3, "ey" H# exp(-i(#)') == (1) where S denotes the

**spectral**density, we denotes thepeak

**spectral**frequency, w denotes the variable wave frequency, and Hs denotesthe significant wave height, defined as four times the root-mean -square ...

Page 29

In particular, linear theory (Longuet-Higgins, 1984) provides the following

equations: - H NDE = C+ (6) Q0 and N - DE - - 7 Nie==# (7) where P denotes the

Rayleigh cumulative probability defined by a: P = *-*#) (8) and C denotes a

In particular, linear theory (Longuet-Higgins, 1984) provides the following

equations: - H NDE = C+ (6) Q0 and N - DE - - 7 Nie==# (7) where P denotes the

Rayleigh cumulative probability defined by a: P = *-*#) (8) and C denotes a

**spectral**...Page 30

Values of the

equal to zero, are shown in Figure 2 as a function of the relative threshold level a/

HS. It can be seen that some dependence of the

Values of the

**spectral**coefficient C, determined from equation (12) with R setequal to zero, are shown in Figure 2 as a function of the relative threshold level a/

HS. It can be seen that some dependence of the

**spectral**coefficient on the ...### 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 | |

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind