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 37
... uncertainty . This one - station method was implemented using the following procedure to estimate HP and the ... Uncertainty on the estimates was evaluated through empirical bootstrapping . Locally weighting of the data was again found ...
... uncertainty . This one - station method was implemented using the following procedure to estimate HP and the ... Uncertainty on the estimates was evaluated through empirical bootstrapping . Locally weighting of the data was again found ...
Page 56
... uncertainty in basic variable X ;. It appears that the major con- tribution to the total uncertainty comes from the uncertainty in the environmental loading , i.e. , first of all the uncertainty in the maximum significant wave height in ...
... uncertainty in basic variable X ;. It appears that the major con- tribution to the total uncertainty comes from the uncertainty in the environmental loading , i.e. , first of all the uncertainty in the maximum significant wave height in ...
Page 86
... uncertainty factor will exist in the prediction of the long - term stress distribution for offshore structures ( Fang & Chen , 1990 ) . The fuzzy uncertainties arise from the lack of sufficient information on what is concerned and the ...
... uncertainty factor will exist in the prediction of the long - term stress distribution for offshore structures ( Fang & Chen , 1990 ) . The fuzzy uncertainties arise from the lack of sufficient information on what is concerned and 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