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 129
... table , since the fatigue propagation life is controlled by many factors . In some case , commonly used orthogonal table is not suitable for the digital simulation . For this reason , two - step orthogonal digital simulations should be ...
... table , since the fatigue propagation life is controlled by many factors . In some case , commonly used orthogonal table is not suitable for the digital simulation . For this reason , two - step orthogonal digital simulations should be ...
Page 130
... Table.5 and Table.6 , based on that the correlation coefficient obtained in the estimation of Weibull distribution parameters using the least - squares method is larger than the minimum that is required to make the repression effective ...
... Table.5 and Table.6 , based on that the correlation coefficient obtained in the estimation of Weibull distribution parameters using the least - squares method is larger than the minimum that is required to make the repression effective ...
Page 198
Table 4 " Gust factors " for overturning moment Table 8 Relative expected damage and lifetime as a function of relative site operation time Water Significant depth wave height Boundary conditions Fixed Base case 40 % of initial ...
Table 4 " Gust factors " for overturning moment Table 8 Relative expected damage and lifetime as a function of relative site operation time Water Significant depth wave height Boundary conditions Fixed Base case 40 % of initial ...
Contents
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Extrapolation of Design Waves in the Gulf of Guineal | 33 |
Copyright | |
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amplitude applied approximation assumed bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length damage damping defined density function detected deterministic effect element Engineering equation estimated evaluation failure probability Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints limit state function linear load lognormal maintenance matrix maximum mean value method nonlinear normal normal distribution obtained offshore structures order statistics parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stiffness storm strength stress range structural reliability surface system reliability Table tendon tension tion transfer function uncertainty updated variation vector vector process vertical wave bending Weibull Weibull distribution welded yield stress