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 186
... probability vs. significant wave height . Probabilities are normalized by the probability of failure for chain ( all lines intact ) in the 100 - yr seastate . Figure 8 System response to seastate intensity . 50 50 40 40 CONTRIBUTION TO ...
... probability vs. significant wave height . Probabilities are normalized by the probability of failure for chain ( all lines intact ) in the 100 - yr seastate . Figure 8 System response to seastate intensity . 50 50 40 40 CONTRIBUTION TO ...
Page 221
... probability density of the stillwater bending mo- ment is obtained from recently published statistical data . The probability density of the wave bending moment is calculated using advanced hydrodynamic and spectral analysis , including ...
... probability density of the stillwater bending mo- ment is obtained from recently published statistical data . The probability density of the wave bending moment is calculated using advanced hydrodynamic and spectral analysis , including ...
Page 344
... probability is computed by the Monte Carlo simulation method for the probability range [ 0.1,1.0 ] , and by FORM out- side this range . The results correspond to the coefficient of variation equal 0.08 . The 50 % fractile corresponds to ...
... probability is computed by the Monte Carlo simulation method for the probability range [ 0.1,1.0 ] , and by FORM out- side this range . The results correspond to the coefficient of variation equal 0.08 . The 50 % fractile corresponds to ...
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