## 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

the majority of the test data. Humphreys (1960) ...

represent rms, mean amplitude and peak lift coefficients, respectively.

Humphreys' ...

In addition, the lift variation in the subcritical regime from

**curve**35 is different thanthe majority of the test data. Humphreys (1960) ...

**Curves**16, 18, and 17represent rms, mean amplitude and peak lift coefficients, respectively.

Humphreys' ...

Page 223

(1964), [

high drop of the lift coefficient in a relatively small Reynolds number range, 4x103

-1.1x104. Their data represent mean amplitude values obtained from ...

(1964), [

**curve**48] forced-oscillations of rigidly-mounted short cylinders, showed ahigh drop of the lift coefficient in a relatively small Reynolds number range, 4x103

-1.1x104. Their data represent mean amplitude values obtained from ...

Page 123

Figure 4 Foundation characteristics - Jack-up platform - Case A. -jo — rxi3 — &r

Displacement [m] Vertical load-deflection

characteristics - Jack-up platform - Case B. ' o.<U ' obs ' 6.1 i ' 6. '16. Jack-up

Foundation The ...

Figure 4 Foundation characteristics - Jack-up platform - Case A. -jo — rxi3 — &r

Displacement [m] Vertical load-deflection

**curve**Figure 5 Foundationcharacteristics - Jack-up platform - Case B. ' o.<U ' obs ' 6.1 i ' 6. '16. Jack-up

Foundation The ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind