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 113
... observed that the Rayleigh distribution overestimates the observed distribution for wave heights larger than the mean wave height ( ( E ) ≈2.5 ) even in the case of lowest spectral bandwidth value ( Ia ) . In this particular case of ...
... observed that the Rayleigh distribution overestimates the observed distribution for wave heights larger than the mean wave height ( ( E ) ≈2.5 ) even in the case of lowest spectral bandwidth value ( Ia ) . In this particular case of ...
Page 115
... observed for the nine sorts of sea states examined , the discrepancy with the observed probabilities is not so large as in other cases in which the values of this parameter is inside the range reported by Forristal ( 1980 ) . This fact ...
... observed for the nine sorts of sea states examined , the discrepancy with the observed probabilities is not so large as in other cases in which the values of this parameter is inside the range reported by Forristal ( 1980 ) . This fact ...
Page 124
... OBSERVED ; HS = 14m , TP = 13.5s PREDICTED ; Hs = 12m , Tp = 11.5s ---- ···· PREDICTED ; Hs = 14m , Tp = 13.5s -- 3 ... OBSERVED " results in Fig- ure 10 again predict bp as in Eq . 8 , now treat- ing r ( t ) as the relevant response ...
... OBSERVED ; HS = 14m , TP = 13.5s PREDICTED ; Hs = 12m , Tp = 11.5s ---- ···· PREDICTED ; Hs = 14m , Tp = 13.5s -- 3 ... OBSERVED " results in Fig- ure 10 again predict bp as in Eq . 8 , now treat- ing r ( t ) as the relevant response ...
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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