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

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Page 459

4.5 Total utilization The total utilization of elastic capacity can then be

as follows: R = (32) ol e C. This will hence represent the structural elastic capacity

utilization for operation loads prior to ship impact. 5. INTERACTION ...

4.5 Total utilization The total utilization of elastic capacity can then be

**expressed**as follows: R = (32) ol e C. This will hence represent the structural elastic capacity

utilization for operation loads prior to ship impact. 5. INTERACTION ...

Page 126

i=1 and E(6A") is

be identical to the standard deviation stiffness as defined above. For n = 2, the

and ...

i=1 and E(6A") is

**expressed**similarly. Observe that for n = 1, this**expression**willbe identical to the standard deviation stiffness as defined above. For n = 2, the

**expression**corresponds to the ratio between the RMS value of load amplitudesand ...

Page 273

The variance of the relative velocity is

failure occurs and the corresponding stress range S is commonly

NS"=C (10) where m and C are parameters that depend on the material quality

and ...

The variance of the relative velocity is

**expressed**as o C. = w (9) ... until fatiguefailure occurs and the corresponding stress range S is commonly

**expressed**asNS"=C (10) where m and C are parameters that depend on the material quality

and ...

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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