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

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Page 98

Newman's method Present method 80 160 240 320 400 480 560 (sec) Fig.8

Comparison of slowly varying drift forces calculated by Newman's method and

present method due to two

Fig.

Newman's method Present method 80 160 240 320 400 480 560 (sec) Fig.8

Comparison of slowly varying drift forces calculated by Newman's method and

present method due to two

**components**waves on a moored body for K22=0 tf/mFig.

Page 316

Random phase angles are drawn for each frequency

realization of the wave process is found by adding the harmonic

Each different set of random phase angles will result in a different realization of

the wave ...

Random phase angles are drawn for each frequency

**component**and arealization of the wave process is found by adding the harmonic

**components**.Each different set of random phase angles will result in a different realization of

the wave ...

Page 283

This function may contain several

of fundamental functions in a statistically equivalent sense.

unknown parameters, or transfer functions, to be more general, are taken as

inputs ...

This function may contain several

**components**or can be expanded into a seriesof fundamental functions in a statistically equivalent sense.

**Components**withunknown parameters, or transfer functions, to be more general, are taken as

inputs ...

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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