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
OCCURRENCE OF EXTREME WAVES WITH RESPECT TO SIGNIFICANT WAVE HEIGHT Agnès Robin and Michel Olagnon Direction Ingénierie , Technologie et Informatique IFREMER Centre de BREST Plouzané , France 0.0 + 0.0. 1991 OMAE - Volume II , Safety and ...
OCCURRENCE OF EXTREME WAVES WITH RESPECT TO SIGNIFICANT WAVE HEIGHT Agnès Robin and Michel Olagnon Direction Ingénierie , Technologie et Informatique IFREMER Centre de BREST Plouzané , France 0.0 + 0.0. 1991 OMAE - Volume II , Safety and ...
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 ...
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5 WAVE HEIGHTS AND WAVE PERIODS 5.1 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 WAVE HEIGHTS AND WAVE PERIODS 5.1 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
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 |
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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