Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 2American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 68
... distribution . ( z ) + = max ( 0 , z ) . The asymptotic result referred to above implies that equation ( 1 ) can be used to represent the conditional cu- mulative distribution function of the excess Y = X - u of the observed variate X ...
... distribution . ( z ) + = max ( 0 , z ) . The asymptotic result referred to above implies that equation ( 1 ) can be used to represent the conditional cu- mulative distribution function of the excess Y = X - u of the observed variate X ...
Page 243
... Distribution of Depth in Year 6 Measured Depth in Year 6 Predicted Depth in Year 6 30 35 40 Peak Depth % wt 45 50 55 Figure 6 : Comparison between measured and predicted corrosion sites depths in Year 6 using corrected corrosion rates ...
... Distribution of Depth in Year 6 Measured Depth in Year 6 Predicted Depth in Year 6 30 35 40 Peak Depth % wt 45 50 55 Figure 6 : Comparison between measured and predicted corrosion sites depths in Year 6 using corrected corrosion rates ...
Page 296
... distribution of extreme values from the IR time series . This long - term distribution is conditioned on the other random variables of the problem , such as strength , material properties , analytical models , time - independent load ...
... distribution of extreme values from the IR time series . This long - term distribution is conditioned on the other random variables of the problem , such as strength , material properties , analytical models , time - independent load ...
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Common terms and phrases
API RP applied ASME assessment axial Bay of Campeche bending bending moment brace calculated capacity cathodic protection chloride components Conference On Offshore considered Copyright correlation corrosion corrosion rate crack crest damage defined Det Norske Veritas detection developed element environmental equation estimated evaluated event extreme value extreme value distribution extreme wave factors failure modes failure probability failure rates fatigue Figure fractile Gumbel distribution hull initial inspection installation interaction joint linear load effect marine fouling mean value Mechanics and Arctic method Nakhodka nonlinear normal Offshore Mechanics offshore structures operating OREDA parameters PEMEX performed pipeline platform predicted probabilistic probability of failure procedure QA/QC random random variables ratio response riser risk safety scatter diagram scenarios sea-states ship simulation SINTEF spectral statistical strength stress surface Table tendon uncertainty variables wave groups wave height wavenumber Weibull distribution weld wellhead