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 185
... tion of confidence intervals on the various estimates will also be given . INTRODUCTION The standard implementation of the peaks - over - threshold ( POT ) method ( Smith 1989 ; Davison and Smith 1990 ) relies on the assumption that the ...
... tion of confidence intervals on the various estimates will also be given . INTRODUCTION The standard implementation of the peaks - over - threshold ( POT ) method ( Smith 1989 ; Davison and Smith 1990 ) relies on the assumption that the ...
Page 186
... tion function of the excess Y = Xu of the observed variate X over the threshold u , given that X > u for u sufficiently large ( Pickands 1975 ) . The cases c > 0 , c = O and c < 0 correspond to Fréchet ( Type II ) , Gumbel ( Type I ) ...
... tion function of the excess Y = Xu of the observed variate X over the threshold u , given that X > u for u sufficiently large ( Pickands 1975 ) . The cases c > 0 , c = O and c < 0 correspond to Fréchet ( Type II ) , Gumbel ( Type I ) ...
Page 223
... tion no signi £ cant dependence of n on other spectral parameters was encountered . As most of the values lie between -4 and -6 the spectral forms represented by either the JONSWAP or the Donelan models could be used . Actually a ...
... tion no signi £ cant dependence of n on other spectral parameters was encountered . As most of the values lie between -4 and -6 the spectral forms represented by either the JONSWAP or the Donelan models could be used . Actually a ...
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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