## 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 170

The primary difference is that

The primary difference is that

**statistical**analysis is concerned with the assessment and characterization of individual parameters while probabilistic analysis provides a means for combining the distributions that are obtained from the ...Page 207

Measured dimensional data and their analytical relationships with a were used to generate a set of a values , which was

Measured dimensional data and their analytical relationships with a were used to generate a set of a values , which was

**statistically**tested . The**statistics**of Su estimated in the previous section were used to determine the material ...Page 208

34 кв SB f max ' m ' Stress Range AS ( MPa ) 1000 * Fatigue Test Data Scatter Band Predicted Mean and Mean | 2s m ' Predicted Mean and Mean 2s by Engesvik and Moan K f max variables , KA f max ' Os and of Therefore , the

34 кв SB f max ' m ' Stress Range AS ( MPa ) 1000 * Fatigue Test Data Scatter Band Predicted Mean and Mean | 2s m ' Predicted Mean and Mean 2s by Engesvik and Moan K f max variables , KA f max ' Os and of Therefore , the

**statistical**...### 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