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 24
... standard deviation " in the log - log scale is used . This lower bound corresponds roughly to the lower bound of the 97.7 % one - sided prediction interval . In other words , the probability of surviving the lower bound for one single ...
... standard deviation " in the log - log scale is used . This lower bound corresponds roughly to the lower bound of the 97.7 % one - sided prediction interval . In other words , the probability of surviving the lower bound for one single ...
Page 26
... standard deviation ( of the original population ) times a factor dependent only on n . Because the log - life standard deviation of the original population , and hence the difference between two mean log lives , are independent of the ...
... standard deviation ( of the original population ) times a factor dependent only on n . Because the log - life standard deviation of the original population , and hence the difference between two mean log lives , are independent of the ...
Page 27
... standard deviation for the original population being smaller than the DOE value . An exceptional quality consistency of welding may produce such a desirable reduction in the standard deviation . The degree of reduction in the mean log ...
... standard deviation for the original population being smaller than the DOE value . An exceptional quality consistency of welding may produce such a desirable reduction in the standard deviation . The degree of reduction in the mean log ...
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