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

### From inside the book

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Page 125

production capacity reservoir utilization - cost of investment - investment profile - cost of

production capacity reservoir utilization - cost of investment - investment profile - cost of

**operation**( manning , maintenance ) - schedule of fabrication at a later while safety normally is " added on " stage .Page 303

This test is not representative of the valve

This test is not representative of the valve

**operation**conditions , because the expected number of**operations**along its life is very low and it is not expected any considerable in the valve due to the number of**operations**.Page 312

Expected initial cost and

Expected initial cost and

**operation**cost account for most of the expected lifetime cost . Expected maintenance cost , decommission cost and failure consequential cost are one magnitude lower than the initial cost and**operation**cost .### What people are saying - Write a review

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### Contents

OFFSHORE TECHNOLOGY PART | 33 |

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

RELIABILITYBASED DESIGN AND INSPECTION | 55 |

Copyright | |

14 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