Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 167
... mean crossing rate and failure probability for stationary and non - stationary Gaussian vector processes out - crossing a polyhedral convex set . Hagen and Tvedt ( 1990 ) use the parallel system formula- tion to develop a closed form ...
... mean crossing rate and failure probability for stationary and non - stationary Gaussian vector processes out - crossing a polyhedral convex set . Hagen and Tvedt ( 1990 ) use the parallel system formula- tion to develop a closed form ...
Page 208
... mean , σ = standard deviation and m = median . The mean values of ad , μ = 3mm and μ = 1.1mm , were computed , respectively , based on the reliability of the following non - destructive inspection ( NDI ) techniques considered in the ...
... mean , σ = standard deviation and m = median . The mean values of ad , μ = 3mm and μ = 1.1mm , were computed , respectively , based on the reliability of the following non - destructive inspection ( NDI ) techniques considered in the ...
Page 259
... mean values of ʼn of 4.50 - 6.00 with a coefficient of variation of 0.07 -0.10 for marine structures after fabrication and lower values of 3.00 - 4.50 after shake - out at sea . The lower values of ʼn are also typical of civil ...
... mean values of ʼn of 4.50 - 6.00 with a coefficient of variation of 0.07 -0.10 for marine structures after fabrication and lower values of 3.00 - 4.50 after shake - out at sea . The lower values of ʼn are also typical of civil ...
Contents
Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
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amplitude applied approximation assumed bending bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length crest damage damping defects defined density function design point deterministic distribution effect element Engineering equation estimated evaluation example failure probability Figueira da Foz Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints linear load lognormal maintenance matrix maximum mean value method mooring nonlinear normal normal distribution obtained offshore structures parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables ratio redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stochastic Stokes storm strength stress range structural reliability surface system reliability Table tendon tion transfer function uncertainty variation vector Weibull Weibull distribution welded yield stress