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
... maximum to significant wave height . Wave steepness is also considered . Statistical models and results from actual ... Maximum down - zero - crossing wave height ac1 / 3 acmar Average of the highest one - third of crest heights Maximum ...
... maximum to significant wave height . Wave steepness is also considered . Statistical models and results from actual ... Maximum down - zero - crossing wave height ac1 / 3 acmar Average of the highest one - third of crest heights Maximum ...
Page 2
... maximum wave height is the maximum on a duration of about 20 minutes and not on the total duration of the sea state . ○ the estimated significant wave height is the average of the highest one - third of the waves , noted H1 / 3 , and ...
... maximum wave height is the maximum on a duration of about 20 minutes and not on the total duration of the sea state . ○ the estimated significant wave height is the average of the highest one - third of the waves , noted H1 / 3 , and ...
Page 6
... maximum wave of each record : the crest and crest front steepness of the maximum crest , the trough steepness of the maximum trough and the wave steepness of the maximum down - zero - crossing wave height . For the different steepnesses ...
... maximum wave of each record : the crest and crest front steepness of the maximum crest , the trough steepness of the maximum trough and the wave steepness of the maximum down - zero - crossing wave height . For the different steepnesses ...
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