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 1
... ( standard deviation / mean ) minimum value maximum value 11,000 wave records which present nearly 2 million individual waves 1 Occurrence of Extreme Waves With Respect to Significant Wave Height Agnès Robin and Michel Olagnon.
... ( standard deviation / mean ) minimum value maximum value 11,000 wave records which present nearly 2 million individual waves 1 Occurrence of Extreme Waves With Respect to Significant Wave Height Agnès Robin and Michel Olagnon.
Page 2
11,000 wave records which present nearly 2 million individual waves at the Frigg Field in the North Sea are processed . The analysis bears on the ratio of maximum to estimated significant wave height , on the period and wave steepness ...
11,000 wave records which present nearly 2 million individual waves at the Frigg Field in the North Sea are processed . The analysis bears on the ratio of maximum to estimated significant wave height , on the period and wave steepness ...
Page 6
5 5.1 WAVE HEIGHTS AND WAVE PERIODS Wave steepness One of the parameters which is often used in description of " freak waves " [ 4 , 13 ] is the wave steepness which is defined as the ratio of the wave height to the wave length . In the ...
5 5.1 WAVE HEIGHTS AND WAVE PERIODS Wave steepness One of the parameters which is often used in description of " freak waves " [ 4 , 13 ] is the wave steepness which is defined as the ratio of the wave height to the wave length . In 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