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 269
... elements types a and b respectively and if pf , > pf , the expected loss associated with the alternative " inspect element type b instead of inspecting element type a " is greater than the one associated to inspecting element type a ...
... elements types a and b respectively and if pf , > pf , the expected loss associated with the alternative " inspect element type b instead of inspecting element type a " is greater than the one associated to inspecting element type a ...
Page 292
... element , and the high degree of correlation of these failure modes due to element to element correlation and hence failure mode correlation , the Pfp will be the mode that has the greatest probability of occurrence . Hence , for loss ...
... element , and the high degree of correlation of these failure modes due to element to element correlation and hence failure mode correlation , the Pfp will be the mode that has the greatest probability of occurrence . Hence , for loss ...
Page 315
... element is also outlined to undertake the soil - structure interaction in the analysis . This special element is formulated as depending on the parameters of the soil , which are considered as probabilistic . By using this interface element ...
... element is also outlined to undertake the soil - structure interaction in the analysis . This special element is formulated as depending on the parameters of the soil , which are considered as probabilistic . By using this interface element ...
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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