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 93
... Table 4 . The Table 4 categories define broad dollar ranges to allow easy comparison of the relative damage associated with the various accident sequences . Total equipment damage was estimated using the category midpoint . The business ...
... Table 4 . The Table 4 categories define broad dollar ranges to allow easy comparison of the relative damage associated with the various accident sequences . Total equipment damage was estimated using the category midpoint . The business ...
Page 251
... Tables 2 and 3. In Table 5 , incompatible failure criteria were forced , leading to a suboptimum . Load and rigidity randomness : Table 4 shows results for two different pairs of standard deviation for load and element rigidity ...
... Tables 2 and 3. In Table 5 , incompatible failure criteria were forced , leading to a suboptimum . Load and rigidity randomness : Table 4 shows results for two different pairs of standard deviation for load and element rigidity ...
Page 282
... Table 5 : Correlation between basic variables X1 and X2 . σX13 = 10 : : X23 = k11 Log Normal HX23 = 100 σX23 = 10 ... Table 1 : Distribution and parameters for basic variables X. X3 = αe HX3 -0.163 -0.362 -0.149 -0.365 0.124 0.017 σχε V ...
... Table 5 : Correlation between basic variables X1 and X2 . σX13 = 10 : : X23 = k11 Log Normal HX23 = 100 σX23 = 10 ... Table 1 : Distribution and parameters for basic variables X. X3 = αe HX3 -0.163 -0.362 -0.149 -0.365 0.124 0.017 σχε V ...
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