## 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 75

It is suggested to approximate the relative residual current direction , ( - ) , by a beta distribution with The sea sector o , = 0 ° ( ( 22 ) mean ( 27 ) value = -90 °

It is suggested to approximate the relative residual current direction , ( - ) , by a beta distribution with The sea sector o , = 0 ° ( ( 22 ) mean ( 27 ) value = -90 °

**standard**deviation = 30 ° , = 8 , + 82expl / h ) ( 23 ) where oo is ...Page 197

Due to the rotational symmetry of the

Due to the rotational symmetry of the

**standard**normal density , this result is independent of the chosen coordinate system and therefore we get Example 2 A further study covers the example 5.6 , p . 97-101 in Madsen et al . ( 7 ) .Page 251

St. Dev fa ( t ) .m 0.0007 0.0006 0.0005 0.0004 1 ~ 13.700 0.0003 0.0002 1 1 1 1 0.0001 0 5 10 15 20 25 years Figure 4

St. Dev fa ( t ) .m 0.0007 0.0006 0.0005 0.0004 1 ~ 13.700 0.0003 0.0002 1 1 1 1 0.0001 0 5 10 15 20 25 years Figure 4

**Standard**deviation of crack size as a function of time , including a repair at t = 12 years , ( DHI ) . fa ( 0 ) ...### What people are saying - Write a review

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### Contents

PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |

A Nonlinear Model | 29 |

STRUCTURAL RELIABILITY | 95 |

Copyright | |

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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 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