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

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Page 113

Reliability is the probability that a function of the crack

Reliability is the probability that a function of the crack

**length**does exceed critical value during the design lifetime . Numerical results are presented for a white stationary Gaussian load applied to a plate containing a straight ...Page 115

crack

crack

**length**does not exceed a critical value during this period . For example , it may be required that the projection Ag ( t ) of the half crack**length**on the xcoordinate does not exceed a specified value ax , cr : Accordingly ...Page 286

The second possibility is to use the information obtained at the inspection ( i.e. the crack

The second possibility is to use the information obtained at the inspection ( i.e. the crack

**length**) and then update the prior distribution using Bayes ' theorem . This model is called ' sampling with posterior ' .### 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 | |

43 other sections not shown

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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