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

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Page 388

2.4 Forced bichromatic motion 2.00 Results obtained for the X

2.4 Forced bichromatic motion 2.00 Results obtained for the X

**damping**coefficient are given in the table below : 1.50 Total**DAMPING**( 1.E5 KG / S ) 1.00 Conf . HF ampl . LF ampl . Exper . FLOSYS Simplified a ( m ) A ( m ) results ...Page 389

5.0 4.0 - Mooring lines 3.0

5.0 4.0 - Mooring lines 3.0

**DAMPING**( 1.E5 KG / S ) As for the frictional component it was estimated from Jonsson's proposed expression of the friction coefficient in turbulent oscillatory flows ( 9 ) : 0.09 Cg = RO : where Rn a ' w .Page 126

These are based on the following expression : 12

These are based on the following expression : 12

**Damping**( % ) = 1.4 + 10 * load factor ki VEQ5 VE ( S ) ( 6 )**Damping**ratio ( % ) 8 where 4 k Σ Ν , Ω . " . i - 1 k E ( Q ) - Σ Ν . 0 0 0.2 0.4 0.6 0.8 1.0 Load factor Figure 8 Soil ...### 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