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

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Page 155

Additionally , the

Additionally , the

**assumption**has been made that there has been no abnormal fabrication or installation damage at the start ... 8.1 - Component Base Case The base case joints are**assumed**to be on secondary members whose behavior is not ...Page 240

POD ( % ) 100 90 80 70 60 50 40 30 20 10 is

POD ( % ) 100 90 80 70 60 50 40 30 20 10 is

**assumed**that the fatigue crack growth material properties after grind repair are the same as before grind repair . However the initial crack depth and length after grind repair can ...Page 296

The annual extreme ( minimum ) clearance probability distribution is a function of the

The annual extreme ( minimum ) clearance probability distribution is a function of the

**assumed**initial value of the ... For small changes in the**assumed**DV pull - back distance , we**assume**that the probability distribution curve can be ...### 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