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
... failure 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 ...
... failure 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 ...
Page 227
... probability " approach . Instead of choosing the failure element with the largest probability of failure , the algorithm will choose the element which will result in the largest system probability of failure , upto that point of the ...
... probability " approach . Instead of choosing the failure element with the largest probability of failure , the algorithm will choose the element which will result in the largest system probability of failure , upto that point of the ...
Page 284
Probability of Falure 0.1 0.01 0.001 Safety Factor vs. Probability of Failure 0.0001 15 17 12 2 . 23 Safety Factor 25 25 127 27 29 Figure 3 - Safety Factor vs. Probability of Failure for ULS Case . Probabity of Faure vs. Sarey Factor ...
Probability of Falure 0.1 0.01 0.001 Safety Factor vs. Probability of Failure 0.0001 15 17 12 2 . 23 Safety Factor 25 25 127 27 29 Figure 3 - Safety Factor vs. Probability of Failure for ULS Case . Probabity of Faure vs. Sarey Factor ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
Copyright | |
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acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld