## 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 50

M f itself may be give as : z are The probabilistic properties of components not

M f itself may be give as : z are The probabilistic properties of components not

**described**here as they are well known . These are**described**in details by several authors e.g. Clough and Penzien / 51 and Ochi 16 / .Page 161

Theoretical procedures are

Theoretical procedures are

**described**, storm data are listed and data interpretation procedures are discussed . We found that theoretically predicted measurement uncertainties conservative when compared to observed uncertainties .Page 268

( 2 ) Then the limit state function applied and the material ( LBZ ) CTOD ma the form : in terms of the be

( 2 ) Then the limit state function applied and the material ( LBZ ) CTOD ma the form : in terms of the be

**described**in 1 ) Mechanical properties ( i.e. yield strength and fracture toughness ) of LBZ'S and surrounding zones 2 ) LBZ ...### 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