## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

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Page 122

... action sequences , we can now write down a general cost function Crori 1 8 N The sth

... action sequences , we can now write down a general cost function Crori 1 8 N The sth

**possible**sequence of observations and actions at inspection times T1 , T2 , ... , Ti - y : The number of**possible**sequences s . given by 3'- ' .Page 192

9 shows the ranges ( between the average and the maximum over 10 simulations ) of

9 shows the ranges ( between the average and the maximum over 10 simulations ) of

**possible**fatigue crack growth as a function of the initial defect size . for both a vertical and a deviated well and a 0. level of 100 MPa .Page 309

Combination 8 Y B is a check to venty operation applicable & effective ? operation check N . 8 The MSG - 3 logic places these

Combination 8 Y B is a check to venty operation applicable & effective ? operation check N . 8 The MSG - 3 logic places these

**possible**tasks in an order of preference . This order is identical for each of the five different classes and ...### What people are saying - Write a review

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### Contents

Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |

Spectral Modelling of Sea States With Multiple Wave Systems | 13 |

Statistical and Physical Models of Nonlinear Random Waves | 23 |

Copyright | |

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### Common terms and phrases

amplitude analysis applied approach approximation assumed bending calculated coefficient component computed condition considered correlation corresponding costs crack damage defects defined density depends described determined developed deviation direction distribution dominated effect element Engineering equation estimated evaluation event example expected expressed factors failure fatigue Figure force frequency function given important increase initial inspection integral joints length limit linear load maintenance material matrix maximum mean measured method normal observed obtained offshore structures parameters peak performed period plate platform possible presented probabilistic probability problem procedure random variables range reliability repair Report represented respectively response safety sample ship shown shows significant simulation spectra standard statistical stochastic storm strength stress structural surface Table tendon term tion uncertainty variables variation vector wave height yield