## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

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Page 115

For the fatigue cyclic demand , H can be identified as the mean height resulting

from the probability density

to the considered sea state ( see Biot , Maestro and Mariṇ 1997 ) , so that : Ā = E

...

For the fatigue cyclic demand , H can be identified as the mean height resulting

from the probability density

**function**of the apparent wave height p ( H ) relevantto the considered sea state ( see Biot , Maestro and Mariṇ 1997 ) , so that : Ā = E

...

Page 851

Non - dimensional maximum distribution

wave experiments . ... y cos " [ ] ( - es ) ] ( 15 ) vhere r is the gamma

the mean wave ropagation direction , and s is the wave spreading parameter .

Non - dimensional maximum distribution

**functions**derived on basis of physicalwave experiments . ... y cos " [ ] ( - es ) ] ( 15 ) vhere r is the gamma

**function**, 6 . isthe mean wave ropagation direction , and s is the wave spreading parameter .

Page 852

Density Figure 7 shows the skewness as a

which in this context has been defined as ... In Figure 8 the probability density

Density Figure 7 shows the skewness as a

**function**of the mean wave steepness ,which in this context has been defined as ... In Figure 8 the probability density

**functions**for extreme crests in seastates with wave steepness below 7 % and in ...### What people are saying - Write a review

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### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |

OMAE2000OSU OFT3005 | 17 |

Copyright | |

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### Common terms and phrases

amplitude analysis applied approach ASME assessment assumed bending calculated coefficient compared comparison components computed considered Copyright corresponding cylinder damage damping defined dependent depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated example extreme factor failure fatigue Figure floating fluid forces frequency function given heave horizontal important included increase initial International joint length limit linear load mass maximum mean measured method mode mooring motion nonlinear observed obtained Offshore operations parameters peak performed period pipeline plates platform position predicted present pressure probability problem procedure range ratio reference relative reliability represent respectively response riser risk safety ship shown shows significant simulation soil spectrum standard stiffness strength stress structure surface Table tension tests values variables vertical vessel wave height wind