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

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Page 204

by the lack of correlation, and therefore using the

section length would understate the actual lift force per unit length. In addition,

forces and strains

...

by the lack of correlation, and therefore using the

**measured**force divided by thesection length would understate the actual lift force per unit length. In addition,

forces and strains

**measured**on moving cylinders include inertia effects that must...

Page 350

However, the

more energetic than predicted by KBLDYN. For both tests, the simulated

displacement amplitudes are approximately one foot greater than the

amplitudes ...

However, the

**measured**data show that the higher frequency response will bemore energetic than predicted by KBLDYN. For both tests, the simulated

displacement amplitudes are approximately one foot greater than the

**measured**amplitudes ...

Page 59

Uncertaintiei Related to the Hindrmt Value* at the Storm

significant wave height are available for 68 storm events.

shown versus the hindcast values in Fig. 4 and the difference is displayed versus

the ...

Uncertaintiei Related to the Hindrmt Value* at the Storm

**Measurements**of thesignificant wave height are available for 68 storm events.

**Measured**values areshown versus the hindcast values in Fig. 4 and the difference is displayed versus

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