Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 58
... Table 4 correspond to exceedence probabilities of about 10. Now the fourth WU sample moment is 106.99 and the corresponding moment of the Modified Beta model is 108.43 . In view of the comparisons made in Table 2 with the simulated data ...
... Table 4 correspond to exceedence probabilities of about 10. Now the fourth WU sample moment is 106.99 and the corresponding moment of the Modified Beta model is 108.43 . In view of the comparisons made in Table 2 with the simulated data ...
Page 290
... Table 4. It must be noted that the 10 year return period negative top angle response is , in fact , non - negative . LOGLIKELIHOOD MAXIMIZATION In the present application , we observe that peak responses are always associated with large ...
... Table 4. It must be noted that the 10 year return period negative top angle response is , in fact , non - negative . LOGLIKELIHOOD MAXIMIZATION In the present application , we observe that peak responses are always associated with large ...
Page 322
Cases 1 Table 2 - Sample Design Cases 2 3 Table 5 - Comparison with the Present Practice 5 Kam Yx Y ( max ) 1 Present Flange Yield - MOD 1.73 1 2.02 - Ri ( m ) 4 2 2 2.7 Flange Yield - 0.05 % ! 1.55 1.75 1.8 t ( mm ) Plate Yield - MOD ...
Cases 1 Table 2 - Sample Design Cases 2 3 Table 5 - Comparison with the Present Practice 5 Kam Yx Y ( max ) 1 Present Flange Yield - MOD 1.73 1 2.02 - Ri ( m ) 4 2 2 2.7 Flange Yield - 0.05 % ! 1.55 1.75 1.8 t ( mm ) Plate Yield - MOD ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld