## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 97

Approximate theory to p.d.f.'s of total second order responses New statistical theory was

Approximate theory to p.d.f.'s of total second order responses New statistical theory was

**developed**by the authors in the previous paper , which gives probability density function ( p.d.f . ) and extreme values of total second order ...Page 126

Optimisation of location of subsea valves Evaluation of evacuation systems Design phase Pield

Optimisation of location of subsea valves Evaluation of evacuation systems Design phase Pield

**development**phase During the ... Normally , such concepts will not be**developed**to a degree justifying a specific evaluation of the concept .Page 192

Reliability Updating The concept of updating is exemplified by the

Reliability Updating The concept of updating is exemplified by the

**development**of Baysian statistics ( such as ... of the fitness for purpose philosophy in structural maintenance have been**developed**( such as Rummel et al 1988 ] .### What people are saying - Write a review

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### Contents

Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |

OFFSHORE TECHNOLOGY PART | 33 |

Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |

Copyright | |

15 other sections not shown

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### Common terms and phrases

analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety sensitivity shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld