## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 457

These maxima are fitted to one of the standard extremal probability

These maxima are fitted to one of the standard extremal probability

**distributions**. An approach to include the effect of missing data in the process of fitting an extremal probability**distribution**to a set of annual maximum data is ...Page 458

1 m 7 [ 7 ] Let Fx ( x ) be the parent Cumulative

1 m 7 [ 7 ] Let Fx ( x ) be the parent Cumulative

**Distribution**Function ( CDF ) of the parameter of interest , X , and Yk denote the maximum of k independent observations of X. The**distribution**of Yk , Fy , ( ) , is Fy , ( x ) = ( Fx ...Page 459

The annual maximum time series was then used to fit Type I and II extremal

The annual maximum time series was then used to fit Type I and II extremal

**distributions**using the method of moments . Type III ( maximum ) extremal**distribution**is not used to fit the data , because this**distribution**has an upper bound ...### What people are saying - Write a review

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### Contents

OFFSHORE | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |

OFFSHORE TECHNOLOGY | 98 |

Copyright | |

12 other sections not shown

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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield