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

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Page 32

Of course , linear theory makes no distinction between crest and trough statistics and provides

Of course , linear theory makes no distinction between crest and trough statistics and provides

**predictions**midway between those shown in Figure 4 . From equation ( 13 ) , it may be seen that the probability given by equation ( 14 ) for ...Page 328

The measured and

The measured and

**predicted**lift force traces are plotted on the left - hand graph with a superposed plot of the fluid velocity . The error at the inception of the half - cycle is similar to that found by Bearman , et al , ( 1 ) , and is ...Page 182

The agreement between the

The agreement between the

**predicted**and experimental response is considered good , particularly , in the pre - ultimate load range . The**predicted**ultimate load P. from the FEM model is about 8.5 % higher than the experimental ultimate ...### 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