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 128
... determined where each combination of parameters is different from others . However , more computing time is required to consider the influence of parameters in the general case if digital simulation method is used . In other hand ...
... determined where each combination of parameters is different from others . However , more computing time is required to consider the influence of parameters in the general case if digital simulation method is used . In other hand ...
Page 250
... determined for strength analysis . Therefore , an interface was developed as part of the hydrodynamic computer program with two provisions : 1 definition of surface patches from a number of adjacent FE surface elements by means of a ...
... determined for strength analysis . Therefore , an interface was developed as part of the hydrodynamic computer program with two provisions : 1 definition of surface patches from a number of adjacent FE surface elements by means of a ...
Page 251
... determined such that the above integral equals unity when setting Ysz ( . ) equal to 1 ( for example , A = 2 / T and B = 2 describe the observed spreading sufficiently well for moderate sea states and these values will be used in later ...
... determined such that the above integral equals unity when setting Ysz ( . ) equal to 1 ( for example , A = 2 / T and B = 2 describe the observed spreading sufficiently well for moderate sea states and these values will be used in later ...
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