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

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Page 210

It attains a

decreases throughout the transition range. Scatter of the data reported within this

range is substantial.

It attains a

**maximum**value near Reynolds numbers around 8x1 04, and thendecreases throughout the transition range. Scatter of the data reported within this

range is substantial.

**Maximum**rms coefficient varies from 0.4 [curve 19] to 1.3 ...Page 80

Figure 1 shows that the response is better explained by Tfmax, the

crest height, than by the

of drag-dominated structures, for which the

...

Figure 1 shows that the response is better explained by Tfmax, the

**maximum**crest height, than by the

**maximum**wave height Hmax. This is perhaps expectedof drag-dominated structures, for which the

**maximum**force occurs when the crest...

Page 373

The distribution and density functions for the annual

obtained by simulation are shown in figure 12. The expected

wave height is estimated to 17.2 m, the COV is estimated to 0.11 and the ...

The distribution and density functions for the annual

**maximum**wave height WMIobtained by simulation are shown in figure 12. The expected

**maximum**annualwave height is estimated to 17.2 m, the COV is estimated to 0.11 and 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