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
... period ( t , or tp ) given hmo 100- The relation Tz = 0.765Tp is adopted in the analysis . TABLE 1 : 100 - YEAR EXTREMES effect is observed , however , when event model is applied . Explanation of the discrepancy between global and ...
... period ( t , or tp ) given hmo 100- The relation Tz = 0.765Tp is adopted in the analysis . TABLE 1 : 100 - YEAR EXTREMES effect is observed , however , when event model is applied . Explanation of the discrepancy between global and ...
Page 252
... period when the marine fouling is at its peak and measurements takes place , the wave loading is in general relatively low , whereas the marine fouling is low during the winter period when the wave loading is at its peak . It is ...
... period when the marine fouling is at its peak and measurements takes place , the wave loading is in general relatively low , whereas the marine fouling is low during the winter period when the wave loading is at its peak . It is ...
Page 293
... period were based on the economics approach outlined earlier : Pfo = 0.4348 / Cf / ACi ) L L is the exposure period ( PVF = L ) . During the installation period , the costs associated with failure are far lower than during the operating ...
... period were based on the economics approach outlined earlier : Pfo = 0.4348 / Cf / ACi ) L L is the exposure period ( PVF = L ) . During the installation period , the costs associated with failure are far lower than during the operating ...
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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