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 54
... stochastic vari- ables , negative in the failure set of the stochastic variables , and zero on the failure surface which separates these two sets . The limit state function is specified in terms of a set of basic variables which consist ...
... stochastic vari- ables , negative in the failure set of the stochastic variables , and zero on the failure surface which separates these two sets . The limit state function is specified in terms of a set of basic variables which consist ...
Page 223
... Stochastic Model FM ( m ) Of Vertical Stillwater Bending -Mgg The stochastic model F ( m_ ) can be defined on the basis of Mgg statistical data for mean values and standard deviations of dif- ferent ship types as published in / 15 ...
... Stochastic Model FM ( m ) Of Vertical Stillwater Bending -Mgg The stochastic model F ( m_ ) can be defined on the basis of Mgg statistical data for mean values and standard deviations of dif- ferent ship types as published in / 15 ...
Page 224
... Stochastic Model F ( m ) Of The Vertical Wave Bending Moment The estimation of the distribution function FM . ( m . ) is based on Ms the consideration of stationary Gaussian seaways which are e- valuated according to their long term ...
... Stochastic Model F ( m ) Of The Vertical Wave Bending Moment The estimation of the distribution function FM . ( m . ) is based on Ms the consideration of stationary Gaussian seaways which are e- valuated according to their long term ...
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