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 given by the pre - established plan and operating constraints . This calibration is undertaken for different values of the CDF by means of fitting the probabilistic parameters of ...
Inspection of the detail according to a time schedule as given by the pre - established plan and operating constraints . This calibration is undertaken for different values of the CDF by means of fitting the probabilistic parameters of ...
Page 122
The probability of finding nothing , given that a defect exists , is the integral over all possible depths of the probability of a given defect depth not being detected : STRUCTURAL RELIABILITY The preceding section has described the ...
The probability of finding nothing , given that a defect exists , is the integral over all 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 given the occurrence of the 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 ...
8 Highly likely It is highly likely that consequence occurs given the occurrence of the 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 ...
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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 expected 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