## 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

Inspection of the detail according to a time schedule as

established plan and operating constraints . 4 . This calibration is undertaken for

different values of the CDF by means of fitting the probabilistic parameters of the

...

Inspection of the detail according to a time schedule as

**given**by the pre -established plan and operating constraints . 4 . This calibration is undertaken for

different values of the CDF by means of fitting the probabilistic parameters of the

...

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

8 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

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