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 97
... response for n years of return . The probability of exceedance , that is , the probability for the long- term response be larger than r , is given by : where : PR1T > 1 ] = 1 - FLL ( 5 ) = —— LT 1 - FLI Rmax Qn 1 – FLL ( r ) = [ P [ R ...
... response for n years of return . The probability of exceedance , that is , the probability for the long- term response be larger than r , is given by : where : PR1T > 1 ] = 1 - FLL ( 5 ) = —— LT 1 - FLI Rmax Qn 1 – FLL ( r ) = [ P [ R ...
Page 104
... response is ( Figure 1 ) , G ( T ( z ) ) Tmax = G ( x ' ) Ba noma 21 Figure 1 : Searching for maximum response ( 2 ) = The maximum response , max , obtained this way is the design response with a probability of exceedance q ( subject to ...
... response is ( Figure 1 ) , G ( T ( z ) ) Tmax = G ( x ' ) Ba noma 21 Figure 1 : Searching for maximum response ( 2 ) = The maximum response , max , obtained this way is the design response with a probability of exceedance q ( subject to ...
Page 320
response surface are within 1 % proper FEM analysis . from the value obtained from a PROBABILISTIC CAPACITY ANALYSIS Statistical Modelling of Input Parameters The statistical representation of the material parameters is based on results ...
response surface are within 1 % proper FEM analysis . from the value obtained from a PROBABILISTIC CAPACITY ANALYSIS Statistical Modelling of Input Parameters The statistical representation of the material parameters is based on results ...
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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