## 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 90

**function**of y ( t ) 4,19,2 ' , ' joint probability density**function**of na ' H ( x ) ith order Hermitian polynomial 2 с coefficiant lmn El ] mathematical expectation E ( N ( Y , ) ] expected no . of max . occurring in the interval ( y ...Page 110

Since the differential operator in equation ( 26 ) is linear , the displacement response of the system is given by the equation The displacement response transfer

Since the differential operator in equation ( 26 ) is linear , the displacement response of the system is given by the equation The displacement response transfer

**function**vectors are obtained by expressing the steady - state ...Page 268

The basic limit state

The basic limit state

**function**g ( z ) for brittle fracture and plastic collapse failure modes is formulated in terms of a finite set of basic variables , = 21,22 ... 2n i.e. material CTOD , crack depth , crack length , plate thickness ...### 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