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 299
... computed by ensemble averaging over a suitable number of realizations of the first - order Gaussian response . Response statistics up to sixth order , computed for a variety of sea conditions , show accuracy and efficiency of the ...
... computed by ensemble averaging over a suitable number of realizations of the first - order Gaussian response . Response statistics up to sixth order , computed for a variety of sea conditions , show accuracy and efficiency of the ...
Page 304
... computed by ensemble averaging over a suitable number of samples of the response . Each sample is generated by first producing a realization of the Gaussian variables ( A ( z ) } , { B ( z ) } , according to eq . ( 38 ) . Then , exact ...
... computed by ensemble averaging over a suitable number of samples of the response . Each sample is generated by first producing a realization of the Gaussian variables ( A ( z ) } , { B ( z ) } , according to eq . ( 38 ) . Then , exact ...
Page 390
... computed as a function of time . The reliability index is defined by the relationship p = ( -ẞ ) where pf is the probability of failure for a given time interval , and ( ) is the standard normal cumulative distribution function . The ...
... computed as a function of time . The reliability index is defined by the relationship p = ( -ẞ ) where pf is the probability of failure for a given time interval , and ( ) is the standard normal cumulative distribution function . The ...
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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