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 74
... cover uncertainties not captured in the seismic hazard curve , e.g. , uncertainties in actual structural response ( given the S. level ) , structural modeling , seismic action calculations , and the platform resistance . Following the ...
... cover uncertainties not captured in the seismic hazard curve , e.g. , uncertainties in actual structural response ( given the S. level ) , structural modeling , seismic action calculations , and the platform resistance . Following the ...
Page 177
... cover the situation of nonequidistant discretization . { Bik } is a set of independent , complex Gaussian N ( 0,1 ) - variables with independent , identically distributed real and imaginary parts . These variables are assumed to satisfy ...
... cover the situation of nonequidistant discretization . { Bik } is a set of independent , complex Gaussian N ( 0,1 ) - variables with independent , identically distributed real and imaginary parts . These variables are assumed to satisfy ...
Page 229
... covers for the rebars . Equation ( 19 ) is used to determine , numerically , the time to corrosion initiation * , which is supposed to occur when a critical chloride concentration Cer is exceeded for the first time : C ( t ) > Cer ( 20 ) ...
... covers for the rebars . Equation ( 19 ) is used to determine , numerically , the time to corrosion initiation * , which is supposed to occur when a critical chloride concentration Cer is exceeded for the first time : C ( t ) > Cer ( 20 ) ...
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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