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 111
... probability by more than 50 % . Similarly , a 10 m increase in the mean offset position results in about 50 % increased failure probability as seen from Figure 8 . However , the uncertainty in the mean offset position did not have ...
... probability by more than 50 % . Similarly , a 10 m increase in the mean offset position results in about 50 % increased failure probability as seen from Figure 8 . However , the uncertainty in the mean offset position did not have ...
Page 283
... probability which is obtained , is not the absolute failure probability , but a " notional " value conditional on the selected approach . This fact is crucial to keep in mind . However , the " notional " failure probability is very ...
... probability which is obtained , is not the absolute failure probability , but a " notional " value conditional on the selected approach . This fact is crucial to keep in mind . However , the " notional " failure probability is very ...
Page 284
Probability of Falure 0.1 0.01 0.001 Safety Factor vs. Probability of Failure 2 4 0.0001 1 1 1 15 17 12 2 . 23 25 27 Safety Factor 29 Figure 3 - Safety Factor vs. Probability of Failure for ULS Case . Probasity of Faure vs. Sarey Factor ...
Probability of Falure 0.1 0.01 0.001 Safety Factor vs. Probability of Failure 2 4 0.0001 1 1 1 15 17 12 2 . 23 25 27 Safety Factor 29 Figure 3 - Safety Factor vs. Probability of Failure for ULS Case . Probasity of Faure vs. Sarey Factor ...
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