## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

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Page 2

Even with the maximum likelihood method , several

Fisher - Tippett type I have not been ... fact that a change in the value of shape

parameter brings forth a quite different behavior of the FT- I or the Weibull

Even with the maximum likelihood method , several

**distributions**such as theFisher - Tippett type I have not been ... fact that a change in the value of shape

parameter brings forth a quite different behavior of the FT- I or the Weibull

**distribution**.Page 221

IP = 1.8s HI 10 = 0.09m H110 / LP = 0.018 10-1 10 ° 5-10-2 ht 5.10-2

AMPLITUDE EXCEEDANCE PROBABILITY D00 000 10-2 por 10-2 Exponential

Rayleigh ...

IP = 1.8s HI 10 = 0.09m H110 / LP = 0.018 10-1 10 ° 5-10-2 ht 5.10-2

AMPLITUDE EXCEEDANCE PROBABILITY D00 000 10-2 por 10-2 Exponential

**distribution**AAAA Exponential**distribution**10-3 10-3 Rayleigh**distribution**Rayleigh ...

Page 124

This stress range is modelled by a Weibull

40 ) A where the Weibull

. The m'th moment of the stress range is stochastic due to the random ...

This stress range is modelled by a Weibull

**distribution**Δσ Fsolo ) = 1 - expl - ) ) (40 ) A where the Weibull

**distribution**parameters A and B are stochastic variables. The m'th moment of the stress range is stochastic due to the random ...

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces