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

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Page 459

The combination of plastic and elastic utilization can then be

The combination of plastic and elastic utilization can then be

**expressed**as : R , + k • R s 1.0 ( 38 ) 5. INTERACTION PRINCIPLES where ; 1 k = S ( 39 ) The final capacity of the circular cross section is considered to be a combination ...Page 126

These are based on the following

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 ... 25 20 Damping ratio ( % ) 15 10 and E ( 82 " ) is**expressed**similarly .Page 273

w.r.t. to L , and Lz . Here FATIGUE DAMAGE The relationship between the number of cycles until fatigue failure occurs and the corresponding stress range S is commonly

w.r.t. to L , and Lz . Here FATIGUE DAMAGE The relationship between the number of cycles until fatigue failure occurs and the corresponding stress range S is commonly

**expressed**as Py ( v ) : probability . density function of 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