## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 99

A new FDF / CDF will then be determined and the procedure will proceed with

point 2 . dorit

failures have been assessed the optimal inspection plan may now be identified

following ...

A new FDF / CDF will then be determined and the procedure will proceed with

point 2 . dorit

**Given**that the CDF and the costs of inspections , repairs andfailures have been assessed the optimal inspection plan may now be identified

following ...

Page 122

The probability of finding nothing ,

all possible depths of the probability of a

STRUCTURAL RELIABILITY The preceding section has described the ...

The probability of finding nothing ,

**given**that a defect exists , is the integral overall possible depths of the probability of a

**given**defect depth not being detected :STRUCTURAL RELIABILITY The preceding section has described the ...

Page 323

Highly likely It is highly likely that consequence occurs

the failure event due to a highly likely potential design weakness . 9 , 10 Definite

The accident occurs

Highly likely It is highly likely that consequence occurs

**given**the occurrence ofthe failure event due to a highly likely potential design weakness . 9 , 10 Definite

The accident occurs

**given**the occurrence of a failure event , due to a certainly ...### What people are saying - Write a review

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### Common terms and phrases

acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind