## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 76

Instead , extrapolation to design forces should account for the inherent variability of the

Instead , extrapolation to design forces should account for the inherent variability of the

**maximum**force within individual storms . Statistical Analysis Statistical Analysis Statistical Analysis 50 or 100 year Wind Central Estimate 50 ...Page 342

Several peculiar features of the probability density of

Several peculiar features of the probability density of

**maximum**entropy ( 13 ) should be pointed out : . for N = 2 , the normal probability density is obtained . • the density of**maximum**entropy PN ( y ) remains always positive ...Page 344

Roll Probability Distribution of Maxima ,

Roll Probability Distribution of Maxima ,

**Maximum**Entropy Distributions , a = 0.1 , b = 1 , Wave Process 3 . Roll Marina Figure 3. Roll Probability Distribution of Maxima ,**Maximum**Entropy Distributions , a = 0.01 , b = 1 , Wave Process ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCESI | 1 |

Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |

OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |

Copyright | |

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### Common terms and phrases

acting added amplitude analysis applied approximately assumed body boundary breaker breaking calculated coefficients columns compared comparison component computations considered corresponding cylinder damping density dependence depth derived determined diameter direction distribution domain drag drift force dynamic effects elevation Engineering equation error estimated evaluated excitation experimental experiments expressed field Figure floating flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation panels parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative respectively response shear shown shows simulation solution spectra spectrum structure surface Table tests theory values velocity vertical vortex wave drift wave forces wave height