Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 37
... noted that the model ' cannot be used to predict the corrosion rates of steels in seawater at other locations due to the influences of other variables such as time , currents , sediment effects , etc. ' In addition , for the surface ...
... noted that the model ' cannot be used to predict the corrosion rates of steels in seawater at other locations due to the influences of other variables such as time , currents , sediment effects , etc. ' In addition , for the surface ...
Page 305
... noted when predicting statistics of order higher than four . E [ X ] Cubicization Linearization Simulation OCEN 175 225 275 V [ ms ] Figure 2 : Variance Cubicization Linearization Simulation E [ X ] Cubicization · Linearization ...
... noted when predicting statistics of order higher than four . E [ X ] Cubicization Linearization Simulation OCEN 175 225 275 V [ ms ] Figure 2 : Variance Cubicization Linearization Simulation E [ X ] Cubicization · Linearization ...
Page 456
... noted that the dimensionless period is given by î = 5 = 5 Tm , то ( 16 ) where is a function of ε that remains close to 1 one for values of ε from 0 to 0.95 . Then , 5 = 1 is used here . It should be noted that the model proposed by ...
... noted that the dimensionless period is given by î = 5 = 5 Tm , то ( 16 ) where is a function of ε that remains close to 1 one for values of ε from 0 to 0.95 . Then , 5 = 1 is used here . It should be noted that the model proposed by ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind