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 53
... significant variations in the extreme estimates . For the considered data sets and within the framework of the joint model adopted the average wave steepness is up to 24 % higher for the event model than for the global model . For a ...
... significant variations in the extreme estimates . For the considered data sets and within the framework of the joint model adopted the average wave steepness is up to 24 % higher for the event model than for the global model . For a ...
Page 178
... significant 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 ...
... significant 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 ...
Page 251
... significant from about -7m to -12m , thereafter hydroids , soft corals and sea anemones are the only significant fouling organisms , with hard fouling represented exclusively by small solitary tubeworms . Soft fouling is typically ...
... significant from about -7m to -12m , thereafter hydroids , soft corals and sea anemones are the only significant fouling organisms , with hard fouling represented exclusively by small solitary tubeworms . Soft fouling is typically ...
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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