## 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

include such The reliability analysis is carried out ... These methods are well

established and for a study of the effect of structural

congeneral ...

The RELIABILITY METHOD use of load

**parameters**in design which do notinclude such The reliability analysis is carried out ... These methods are well

established and for a study of the effect of structural

**parameter**uncertainty iscongeneral ...

Page 275

0 RELIABILITY INDEX Figure 5 Sensitivity factors for structural

EXTREME STRESS IN MPa Figure 4 Probability distribution of extreme dynamic

response . Type Table 3 Results of reliability analysis Extreme stress in shaft at

top of ...

0 RELIABILITY INDEX Figure 5 Sensitivity factors for structural

**parameters**.EXTREME STRESS IN MPa Figure 4 Probability distribution of extreme dynamic

response . Type Table 3 Results of reliability analysis Extreme stress in shaft at

top of ...

Page 308

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

eigenvalues Pi and the eigenvectors u ; , can be estimated in real - time given

output data ...

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

**parameter**vector ti is obtained from the ... ( 17 ) the modal**parameters**, i . e . , theeigenvalues Pi and the eigenvectors u ; , can be estimated in real - time given

output data ...

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### Contents

Early Production Systems in the North | 31 |

Application of System Identification Technique to Damage Detection and Location in Offshore Platform | 77 |

Vibration Testing and Dynamic Analysis of Offshore Platform Models | 85 |

Copyright | |

28 other sections not shown

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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 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 unit vane vertical vessel wave weight wire