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

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Page 213

In addition , the lift variation in the subcritical regime from

In addition , the lift variation in the subcritical regime from

**curve**35 is different than the majority of the test data . et ...**Curves**16 , 18 , and 17 represent rms , mean amplitude and peak peak lift coefficients , respectively .Page 214

**Curve**25 from Macovsky ( 1958 ) , presents lift coefficient peak values close to Rajaona's data . ... Macovsky derived peak and mean amplitude lift coefficients ,**curves**25 and 26 , respectively , from force measurements .Page 123

Figure 4 Foundation characteristics - Jack - up platform - Case A. 0.05 0.1 0.15 0-2 Displacement ( m ) Vertical load - deflection

Figure 4 Foundation characteristics - Jack - up platform - Case A. 0.05 0.1 0.15 0-2 Displacement ( m ) Vertical load - deflection

**curve**Figure 5 Foundation characteristics - Jack - up platform - Case B. 0.04 -0.08 0.12 -0.16 ...### 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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amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind