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

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Page 316

As each time domain

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

response process for the environmental and loading conditions selected.

Response ...

As each time domain

**analysis**is based on a different realization of the waveprocess, the response from each simulation will in turn be a realization of the

response process for the environmental and loading conditions selected.

Response ...

Page 417

USE OF RISK

K. Rettedal, Ove T. Gudmestad, and Truls Aarum Stavanger, Norway Anne

Vegge Norwegian Petroleum Directorate Stavanger, Norway Incorporation of

Risk ...

USE OF RISK

**ANALYSIS**IN OFFSHORE CONSTRUCTION PROJECTS WencheK. Rettedal, Ove T. Gudmestad, and Truls Aarum Stavanger, Norway Anne

Vegge Norwegian Petroleum Directorate Stavanger, Norway Incorporation of

Risk ...

Page 91

design wave

stochastic

results ...

design wave

**analysis**, while linear irregular wave theory is used in the stochastic**analysis**, in lack of alternatives. If a nonlinear wave theory is employed in thestochastic

**analysis**the consistency will definitely be improved. However, theresults ...

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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