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

### From inside the book

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Page 109

TIME-

DIMENSIONAL WAVE FLUME Shaozhe Zhang and A. Neil Williams Department

of Civil and Environmental Engineering University of Houston Houston, Texas ...

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 ...

Page 316

After a time

displacements and forces. As each time

realization of the wave process, the response from each simulation will in turn be

a ...

After a time

**domain**simulation, results are available as time series ofdisplacements and forces. As each time

**domain**analysis is based on a differentrealization of the wave process, the response from each simulation will in turn be

a ...

Page 317

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

analyses give the same information as the complete time

with significantly less effort? CHOICE OF RESPONSE FOR STUDY From the ...

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

**domain**analyses give the same information as the complete time

**domain**simulations, butwith significantly less effort? CHOICE OF RESPONSE FOR STUDY From the ...

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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 | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind