Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 23
... curve identification scheme and the numerical study of its efficiency for varying sample size has been extended to ... curve ( stress vs fatigue life ) with confidence ? " Fatigue life predicted by the S - N curve at any given stress ...
... curve identification scheme and the numerical study of its efficiency for varying sample size has been extended to ... curve ( stress vs fatigue life ) with confidence ? " Fatigue life predicted by the S - N curve at any given stress ...
Page 25
... curves as hypotheses . The median DOE curves are available , however the median AWS - C1 curve was derived assuming that the lower bound design curve lies two standard deviation of logN below the mean logN curve and that the standard ...
... curves as hypotheses . The median DOE curves are available , however the median AWS - C1 curve was derived assuming that the lower bound design curve lies two standard deviation of logN below the mean logN curve and that the standard ...
Page 27
... curve for the 1 - in - 6 case from that of the original curve is proportional to the standard deviation of the original population ( Equation ( 17 ) ) . In the extreme case where the standard deviation is zero the curves for both the ...
... curve for the 1 - in - 6 case from that of the original curve is proportional to the standard deviation of the original population ( Equation ( 17 ) ) . In the extreme case where the standard deviation is zero the curves for both the ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
Copyright | |
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applied approach approximation Arctic assessment assumed blast calculated coefficient coefficient of variation component computed considered correlation cost crack growth damage defined density deterministic developed distribution drilling effect element Engineering environmental equation error estimated evaluation event extreme factors failure mode failure probability fatigue crack Figure forces fracture mechanics frequency given global hindcast initial inspection joint limit state function linear load Lognormal maximum mean value measurements method normal distribution obtained Offshore Structures operations optimal panel parameters pipeline Piper Alpha plastic platform predicted pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index repair response risk S-N curve sample ship simulation spectral spectral density standard deviation statistical steel stochastic storm STRELAS strength stress range structural reliability structural system system reliability Table tendon uncertainty vector Weibull distribution weld