## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 271

The RELIABILITY METHOD use of load

The RELIABILITY METHOD use of load

**parameters**in design which do not include such The reliability analysis is carried out by a ... These methods are well established and for a study of the effect of structural**parameter**uncertainty is ...Page 275

S 1.0 1.5 2.0 2.5 3.0 RELIABILITY INDEX Loon 15 20 25 Figure 5 Sensitivity factors for structural

S 1.0 1.5 2.0 2.5 3.0 RELIABILITY INDEX Loon 15 20 25 Figure 5 Sensitivity factors for structural

**parameters**. EXTREME STRESS IN MPa Figure 4 Probability distribution of extreme dynamic response . a Table 3 Results of reliability ...Page 308

where x is the complex conjugate of x and A real - time estimation of the

where x is the complex conjugate of x and A real - time estimation of the

**parameter**vector ti is obtained from the ... the modal**parameters**, i.e. , the eigenvalues Pi and the eigenvectors ui , can be estimated in real - time given ...### What people are saying - Write a review

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### Contents

FLOATING PRODUCTION SYSTEMS | 1 |

Early Production Systems in the North | 31 |

Dynamic Motions and Mooring Line Dynamics of the Veslefrikk Floating Production System | 49 |

Copyright | |

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### Common terms and phrases

analysis angle applied assumed axial bending cable calculated coefficient components Conference connection considered cost curve depth determined developed diameter direction displacement distribution drag dynamic effect element energy Engineering equation equipment estimated extreme factor fatigue field Figure flow force frequency function given important included increase installation International length limit linear load lower marine mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performed period pile pipe platform position predicted presented pressure problem production range ratio response riser rope shear shown shows significant soil solution static stiffness strength stress structure surface Table Technology tension tower vane vertical vessel wave weight wire