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 50
... distribution that follows the class of normal probability distributions . For a log - normal initial probability distribution of the random variable X with a mean value μ and standard deviation σ , the cumulative distribution function ...
... distribution that follows the class of normal probability distributions . For a log - normal initial probability distribution of the random variable X with a mean value μ and standard deviation σ , the cumulative distribution function ...
Page 110
... distributions while base material results represented the " NOHIT " distributions . A two parameter Weibull distribution was estimated for each dataset by use of the maximum likelihood method . Other parametric distributions such as the ...
... distributions while base material results represented the " NOHIT " distributions . A two parameter Weibull distribution was estimated for each dataset by use of the maximum likelihood method . Other parametric distributions such as the ...
Page 297
... distribution of ŝ given ĥ : observed distribution ( Myrhaug and Kjeldsen , 1984 ) ; ― log - normal distribution according to Myrhaug and Kjeldsen ( 1984 ) ; □ transformed Cavanié et al . distribution ; x transformed Longuet - Higgins ...
... distribution of ŝ given ĥ : observed distribution ( Myrhaug and Kjeldsen , 1984 ) ; ― log - normal distribution according to Myrhaug and Kjeldsen ( 1984 ) ; □ transformed Cavanié et al . distribution ; x transformed Longuet - Higgins ...
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