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

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Page 121

The

1.65 with an oscillation of about + 0.07 about the minimum

about the maximum

...

The

**mean**drag coefficient has a minimum value of 1.27 to a maximum value of1.65 with an oscillation of about + 0.07 about the minimum

**mean**and about + 0.3about the maximum

**mean**. The maximum lift coefficient variation is + 1.65 about a...

Page 208

(1952) 8.0E+04 8.0E+04 air

cycles of lift force 2 Bishop - Hassan (1963) 4.0E+03 1.2E+04 water

rigid cylinder, strain gage measurements 3 Bublitz (1971) 9.0E+04 7.5E+05 aif ...

(1952) 8.0E+04 8.0E+04 air

**mean**peak shock tube, uniform flow, few oscillationcycles of lift force 2 Bishop - Hassan (1963) 4.0E+03 1.2E+04 water

**mean**peakrigid cylinder, strain gage measurements 3 Bublitz (1971) 9.0E+04 7.5E+05 aif ...

Page 83

In general, Eq. 11 is the

follows directly from the conditional

for arbitrary bivariate normal variables X and Y. (Here Y = n(t) and X=m(0), so that

...

In general, Eq. 11 is the

**mean**profile, E[n(t)], given only that n(0)=mmar. Thisfollows directly from the conditional

**mean**formula E[Y|X] = my + oxy'(x – mx) (12)for arbitrary bivariate normal variables X and Y. (Here Y = n(t) and X=m(0), so that

...

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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 | |

15 other sections not shown

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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