## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |

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Page 13

It is generally

It is generally

**observed**that the forecast values are only acceptable for a small number of gaps , of the order of 4 or 5 , from each end of the gap . where the i - th element of the vector E [ 27.2 . ] is given by E [ 2.2 ] with i = T ...Page 37

S The initial estimate Kli , r , j ) of K depends on only three

S The initial estimate Kli , r , j ) of K depends on only three

**observed**order statistics Xi : n , trin and * j : n There are a maximum of n ( n − 1 ) ( n - 2 ) / 6 possible distinct triplets of order statistics .Page 119

**observation**is confirmed by a Kolmogorov - Smirnov test applied to the data . Assuming that the set of distribution model ... The vertical axis represents the model prediction while the horizontal axis represents the**observed**values .### What people are saying - Write a review

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### Contents

Application to the Spanish | 25 |

PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |

Numerical Simulation of the WaveInduced NonLinear Bending Moment of Ships | 147 |

Copyright | |

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acceptance activities analysis applied approach assessment associated assumed blowout calculated caused combined complex consequence considered construction crack criteria damage decision defined dependent depth determined developed direction discussed distribution drilling effect elements Engineering equation equipment error estimated evaluation event example experience extreme factors failure fatigue Figure fire force frequency function given human identified important inspection installation joint limit load marine mean measures method normal objects obtained offshore operation parameters performed period phase platform possible practice prediction present pressure probability problem procedures random range reduced reference reliability reported represent response risk safety sample scenarios ship shown shows significant simulations specific spectra spectrum standard statistical strength stress structure Table uncertainty values variables wave wave height