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 71
... CORRESPONDING TO ABOUT 7 PEAK EVENTS PER YEAR . FIGURE 6 HISTOGRAM OF 50 PREDICTED BY THE c = 0 - ESTIMATOR FOR THE TRANSFORMED DATA FOR THE THRESHOLD CORRESPONDING TO ABOUT 7 PEAK EVENTS PER YEAR . 2.5 2 1.5 1 0.5 3.5 k = 142 mean ...
... CORRESPONDING TO ABOUT 7 PEAK EVENTS PER YEAR . FIGURE 6 HISTOGRAM OF 50 PREDICTED BY THE c = 0 - ESTIMATOR FOR THE TRANSFORMED DATA FOR THE THRESHOLD CORRESPONDING TO ABOUT 7 PEAK EVENTS PER YEAR . 2.5 2 1.5 1 0.5 3.5 k = 142 mean ...
Page 120
... corresponding to output waves nnet at locations 7 , 5 , and 1 respectively . ( The input waves are the same , hence only the Y ; values differ in these figures . ) Recall from Figure 1 that location 7 corresponds to the platform center ...
... corresponding to output waves nnet at locations 7 , 5 , and 1 respectively . ( The input waves are the same , hence only the Y ; values differ in these figures . ) Recall from Figure 1 that location 7 corresponds to the platform center ...
Page 233
... corresponding angle of rotation of the flex - joint at the top of the tendon , assuming the tendon does not bend . The flex - joint stiffness leads to the corresponding bending moment . Full correlation is assumed between tendon tension ...
... corresponding angle of rotation of the flex - joint at the top of the tendon , assuming the tendon does not bend . The flex - joint stiffness leads to the corresponding bending moment . Full correlation is assumed between tendon tension ...
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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