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 56
... wave heights . The following Weibull distribution is suggested by Forristal ... height of the 100 - year design sea state by 1 meter and possibly increasing ... wave height for the median extreme to be equal to the 100 years crest . TABLE ...
... wave heights . The following Weibull distribution is suggested by Forristal ... height of the 100 - year design sea state by 1 meter and possibly increasing ... wave height for the median extreme to be equal to the 100 years crest . TABLE ...
Page 113
... wave height . He derived two approximations that represent the upper and lower bounds of the original theoretical distribution in the range of wave heights larger than the mean wave height . The exceedance probability representing the ...
... wave height . He derived two approximations that represent the upper and lower bounds of the original theoretical distribution in the range of wave heights larger than the mean wave height . The exceedance probability representing the ...
Page 178
... wave height . These figures also show predicted values based on RMS roll and linear theory , for which Madsen et al . ( 1986 ) give the following equations for a narrow - banded Gaussian process : Table 1 : Main Particulars for Canadian ...
... wave height . These figures also show predicted values based on RMS roll and linear theory , for which Madsen et al . ( 1986 ) give the following equations for a narrow - banded Gaussian process : Table 1 : Main Particulars for Canadian ...
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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