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
... respectively , given by the following cumulative distribution function Fp ( p ) and density function fp ( p ) : Then , the deepest pit P in the section of interest has , respectively , Mean value , M1 = σu1 + μ - yo / α1 ( 24 ) Fp ( p ) ...
... respectively , given by the following cumulative distribution function Fp ( p ) and density function fp ( p ) : Then , the deepest pit P in the section of interest has , respectively , Mean value , M1 = σu1 + μ - yo / α1 ( 24 ) Fp ( p ) ...
Page 111
... respectively . The joint probability of failure , including the probability of actually hitting the LBZ's , are shown in Figure 9 and Figure 10. The figures also show the effect of correcting for the crack front length according to ...
... respectively . The joint probability of failure , including the probability of actually hitting the LBZ's , are shown in Figure 9 and Figure 10. The figures also show the effect of correcting for the crack front length according to ...
Page 222
... respectively . PDV , PDM : Probabilities of detecting a defect by VI and MI meth- ods , respectively . Prc : Probability that a member failure develops into a catas- trophic failure of the structure . Psv : Probability that a member has ...
... respectively . PDV , PDM : Probabilities of detecting a defect by VI and MI meth- ods , respectively . Prc : Probability that a member failure develops into a catas- trophic failure of the structure . Psv : Probability that a member has ...
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