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 124
... range A. This stress range is modelled by a Weibull distribution F ( Ao ) = 1 - exp ( − ( − Δα A TABLE 1 : Basic variable distributions Basic Variables Initial crack size Crack initiation time Maximum crack size Life time Distribution ...
... range A. This stress range is modelled by a Weibull distribution F ( Ao ) = 1 - exp ( − ( − Δα A TABLE 1 : Basic variable distributions Basic Variables Initial crack size Crack initiation time Maximum crack size Life time Distribution ...
Page 130
... range of some object ( N , CN , Y n , B ) when one factor is considered , which is calculated by range analysis method ( Davies , 1978 ) , based on Table.7 . The effect on an object by one factor can be evaluated by means of the range ...
... range of some object ( N , CN , Y n , B ) when one factor is considered , which is calculated by range analysis method ( Davies , 1978 ) , based on Table.7 . The effect on an object by one factor can be evaluated by means of the range ...
Page 259
... range of n encountered in practice . In design , residual stresses are usually accounted for in one of two ways . The first assumes a constant value of ʼn across the b / t range , which leads to a rapidly decaying residual stress , or ...
... range of n encountered in practice . In design , residual stresses are usually accounted for in one of two ways . The first assumes a constant value of ʼn across the b / t range , which leads to a rapidly decaying residual stress , or ...
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