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

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Page 210

Re=24x10° CL and CD amplitudes are normalized with the corresponding rims,

values 400 K00 Tu./D c) Supercritical Flow (Upper Transition): Re = 2.6 x 106 d)

Transcritical Flow: Re = 7.1 x 10° ... • - - - - - * * At the end of the subcritical

...

Re=24x10° CL and CD amplitudes are normalized with the corresponding rims,

values 400 K00 Tu./D c) Supercritical Flow (Upper Transition): Re = 2.6 x 106 d)

Transcritical Flow: Re = 7.1 x 10° ... • - - - - - * * At the end of the subcritical

**range**...

Page 273

(v) probability density function of the relative velocity (u - r) E [ ]: expectation value

m: the exponent applied for the stress corresponding to the S-N curve

to linearization, the probability density function p.(v) is assumed to be Gaussian.

(v) probability density function of the relative velocity (u - r) E [ ]: expectation value

m: the exponent applied for the stress corresponding to the S-N curve

**range**Dueto linearization, the probability density function p.(v) is assumed to be Gaussian.

Page 327

The stress

CASE STUDIES : A. Case number 7 : Joint 348 4.1. Case description * Joint

geometry Geometrical data are given in Table 1. dimension diameter thickness

element ...

The stress

**range**probability distribution can also be used in lieu of WASR. 4.CASE STUDIES : A. Case number 7 : Joint 348 4.1. Case description * Joint

geometry Geometrical data are given in Table 1. dimension diameter thickness

element ...

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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