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 80
... condition from the conduct of wave tank tests performed on simple models at the University of Melbourne , ( Haritos , 1990 ) . MODELLING OF THE RESPONSE Time History Response Analysis A general matrix description for the equation of ...
... condition from the conduct of wave tank tests performed on simple models at the University of Melbourne , ( Haritos , 1990 ) . MODELLING OF THE RESPONSE Time History Response Analysis A general matrix description for the equation of ...
Page 198
... condition probability ( 100 m site ) Overturning Base shear Base shear moment Boundary conditions Water depth Case P1 P2 P3 Fixed Base case 40 % of initial stiffness Relative exceedance probability Equivalent response level ratio ...
... condition probability ( 100 m site ) Overturning Base shear Base shear moment Boundary conditions Water depth Case P1 P2 P3 Fixed Base case 40 % of initial stiffness Relative exceedance probability Equivalent response level ratio ...
Page 233
... condition for side forces on SSCs , are calculated by using the wave load analysis program based on three ... condition . System reliability analy- sis under the damaged condition is carried out and the occurrence probability of the ...
... condition for side forces on SSCs , are calculated by using the wave load analysis program based on three ... condition . System reliability analy- sis under the damaged condition is carried out and the occurrence probability of the ...
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