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

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Page 317

The question is therefore ; can a combined use of time and frequency domain analyses give the same information as the complete time domain

The question is therefore ; can a combined use of time and frequency domain analyses give the same information as the complete time domain

**simulations**, but with significantly less effort ? CHOICE OF RESPONSE FOR STUDY From the ...Page 350

The inability to accurately model the mooring cable may cause inaccuracies in the numerical

The inability to accurately model the mooring cable may cause inaccuracies in the numerical

**simulations**of the cable tensions . This can be seen in the relatively large low frequency tension spikes found in the**simulation**spectra . 4 .Page 31

In general the computational cells used in the

In general the computational cells used in the

**simulation**are larger than the real measurement point and there will therefore be an implicit smearing of the**simulation**results . The anemometer size was of the order of 10 cm , whereas ...### 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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### Common terms and phrases

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