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 15
... dominated in the opposite case . The spectra are defined by 76 ordinates which are spaced 0.00625 Hz . In the first ... dominated spectra . This results from the fact that often a peak is Type Spectra Meth . Identification ONE PEAKED ...
... dominated in the opposite case . The spectra are defined by 76 ordinates which are spaced 0.00625 Hz . In the first ... dominated spectra . This results from the fact that often a peak is Type Spectra Meth . Identification ONE PEAKED ...
Page 17
... dominated spectra , shown in figure 3 , has the highest = 7.55 and Hs 2m , while probability of occurence for sea states of Tp = 12 s and Hs = 1.5m . the swell dominated spectra has it at Tp 0 . 4 . 8 . 12 . 16 . 20 . Peak Period ( s ) ...
... dominated spectra , shown in figure 3 , has the highest = 7.55 and Hs 2m , while probability of occurence for sea states of Tp = 12 s and Hs = 1.5m . the swell dominated spectra has it at Tp 0 . 4 . 8 . 12 . 16 . 20 . Peak Period ( s ) ...
Page 20
... dominated spectra and .392 for wind of these dominated spectra . The joint probability of occurrence parameters is also not very well defined but the figures 10 and 11 summarise that information . 30 -55- Tr 0.20 0.40 0.60 0.80 Fig . 11 ...
... dominated spectra and .392 for wind of these dominated spectra . The joint probability of occurrence parameters is also not very well defined but the figures 10 and 11 summarise that information . 30 -55- Tr 0.20 0.40 0.60 0.80 Fig . 11 ...
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 |
Copyright | |
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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