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 6
... determined to be Ppc = 0.72 . Thus , the probability of not detecting and correction were determined to be PNDC = 0.28 . The resulting probabilities of design HOE with additional QA / QC measures were thus determined to be PE1.IA = 4.6 ...
... determined to be Ppc = 0.72 . Thus , the probability of not detecting and correction were determined to be PNDC = 0.28 . The resulting probabilities of design HOE with additional QA / QC measures were thus determined to be PE1.IA = 4.6 ...
Page 142
... determined ( e.g. by testing ) before the concrete is cast . Hence , they are in principle " controllable " . These are : • C - Initial chloride - concentration in the concrete ( throughout the thickness ) • to to - Time of application ...
... determined ( e.g. by testing ) before the concrete is cast . Hence , they are in principle " controllable " . These are : • C - Initial chloride - concentration in the concrete ( throughout the thickness ) • to to - Time of application ...
Page 281
... determined to be 2.9 . Joints with Cans Tubular joints sometimes are strengthened by providing a thicker chord section or can at the intersection of the chord and brace . API RP 2A adopted the derating equation in AWS to analyze the ...
... determined to be 2.9 . Joints with Cans Tubular joints sometimes are strengthened by providing a thicker chord section or can at the intersection of the chord and brace . API RP 2A adopted the derating equation in AWS to analyze the ...
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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