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
... spectra from Figueira da Foz , a location off the Portuguese coast at a water depth of 100 meters . The two - peaked spectra have been divided in swell dominated in which the second largest peak occurs at a frequency higher than the one ...
... spectra from Figueira da Foz , a location off the Portuguese coast at a water depth of 100 meters . The two - peaked spectra have been divided in swell dominated in which the second largest peak occurs at a frequency higher than the one ...
Page 16
... spectra as a function of the significant wave height of the sea state . However , it is important to know how the probability of occurrence of two - peaked spectra depends both on significant wave height and on the average period i.e. ...
... spectra as a function of the significant wave height of the sea state . However , it is important to know how the probability of occurrence of two - peaked spectra depends both on significant wave height and on the average period i.e. ...
Page 17
... spectra with one peak in Figueira da Foz . Figures 3 and 4 show the interesting situation that the two types of two peaked spectra occur at two different regions of the scatter diagram and the region with their highest probability of ...
... spectra with one peak in Figueira da Foz . Figures 3 and 4 show the interesting situation that the two types of two peaked spectra occur at two different regions of the scatter diagram and the region with their highest probability of ...
Contents
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Extrapolation of Design Waves in the Gulf of Guineal | 33 |
Copyright | |
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amplitude applied approximation assumed bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length damage damping defined density function detected deterministic effect element Engineering equation estimated evaluation failure probability Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints limit state function linear load lognormal maintenance matrix maximum mean value method nonlinear normal normal distribution obtained offshore structures order statistics parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stiffness storm strength stress range structural reliability surface system reliability Table tendon tension tion transfer function uncertainty updated variation vector vector process vertical wave bending Weibull Weibull distribution welded yield stress