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
... 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 Gamma Mean St.Dev . 1.0 0.5 Exponential 1.0 1.0 ...
... 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 Gamma Mean St.Dev . 1.0 0.5 Exponential 1.0 1.0 ...
Page 127
... distribution , which is influenced by many factors . Therefore , it is very important to evaluate the distribution properties of fatigue life of offshore structures under various conditions , including fatigue loading , initial flaw ...
... distribution , which is influenced by many factors . Therefore , it is very important to evaluate the distribution properties of fatigue life of offshore structures under various conditions , including fatigue loading , initial flaw ...
Page 224
... distribution func- ( m ) for containerships is Gaussian , see / 15 / . tion FMg Mgg The Stochastic Model F ( m ) Of The Vertical Wave Bending Moment The estimation of the distribution function FM . ( m . ) is based on Ms the ...
... distribution func- ( m ) for containerships is Gaussian , see / 15 / . tion FMg Mgg The Stochastic Model F ( m ) Of The Vertical Wave Bending Moment The estimation of the distribution function FM . ( m . ) is based on Ms 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