## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |

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Page 96

Qх : RX random vectors by correlated non -

Qх : RX random vectors by correlated non -

**normal**distribution X random vectors by uncorrelated nonnormal distribution POO ( 1 ) transformation by integral : ** e U х Y : orthogonal matrix except for PX correlation matrix of X ...Page 156

TABLE 4 : VALUES AND TYPES OF BASIC VARIABLES OF STIFFENED PLATES Basic Probability COV Mean Values variables distribution ( % ) Casel Case2 Case3 Case4 Cases Case 6 b ( mm )

TABLE 4 : VALUES AND TYPES OF BASIC VARIABLES OF STIFFENED PLATES Basic Probability COV Mean Values variables distribution ( % ) Casel Case2 Case3 Case4 Cases Case 6 b ( mm )

**Normal**S08 508 S08 508 S08 S08 t ( mm )**Normal**4 9.5 9.5 9.5 ...Page 297

PARAMETER Wind Speed DISTRIBUTION Weibull MEAN 24.998 COV 15.87 % COMMENT The hourly wind speed is the core parameter Wave period Static Excursion Ist Order Excursion 2nd Order Excursion Lognormal

PARAMETER Wind Speed DISTRIBUTION Weibull MEAN 24.998 COV 15.87 % COMMENT The hourly wind speed is the core parameter Wave period Static Excursion Ist Order Excursion 2nd Order Excursion Lognormal

**Normal Normal Normal**4.39VH , Computed ...### What people are saying - Write a review

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### Contents

PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |

Philip G Brabazon Jack S Hopkins and Ove T Gudmestad | 23 |

Meteoceanographic Premises for Structural Design Purposes in | 41 |

Copyright | |

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### Common terms and phrases

analysis applied approach approximation assessment associated assumed calculated capacity combined components consequences considered corresponding cost crack critical damage deck defined dependent depth described determined developed direction distribution effects element Engineering equation error escalation estimated evacuation evaluated event example explosion extreme factor failure fatigue Figure fire force frame frequency function given gives hazard important included increase indices initial inspection installation Italy joint limit load mean measured method mode normal obtained offshore operation parameters performed period plate platform possible practice predictions presented pressure probability problem procedure production random range reference reliability reliability analysis response risk safety scenarios ship shown shows significant simulation standard statistical strength stress structure surface Table towing uncertainties variables wave height wind