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

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Page 109

TIME -

TIME -

**DOMAIN**SIMULATION OF SECOND - ORDER STOKES WAVES IN A TWO - DIMENSIONAL WAVE FLUME Shaozhe Zhang and A. Neil Williams Department of Civil and Environmental Engineering University of Houston Houston , Texas INTERACTION OF A STEADY ...Page 316

After a time

After a time

**domain**simulation , results are available as time series of displacements and forces . As each time**domain**analysis is based on a different realization of the wave process , the response from each simulation will in turn be ...Page 317

The question is therefore ; can a combined use of time and frequency

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 ...### 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 | |

17 other sections not shown

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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