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 259
... coefficient variation of 10 % . Incomplete Gamma Function a mean Uncertainties in loading are described by a ... coefficient of variation on sectional forces is taken as 15 % while the coefficient of variation on hot - spot stresses is ...
... coefficient variation of 10 % . Incomplete Gamma Function a mean Uncertainties in loading are described by a ... coefficient of variation on sectional forces is taken as 15 % while the coefficient of variation on hot - spot stresses is ...
Page 277
... coefficients of variation of the stochastic variables . In table 2 it is seen that the firm should not consider investment alternative z1 if the coefficient of variation is greater than about 20 % . As expected the influence of the ...
... coefficients of variation of the stochastic variables . In table 2 it is seen that the firm should not consider investment alternative z1 if the coefficient of variation is greater than about 20 % . As expected the influence of the ...
Page 451
... coefficient of variation equal to 0.80 . C and Kic are also assumed Log - normal with a coefficient of variation equal to 0.25 . ao , C and Kic are assumed to be independent . A second type of uncertainty originates in the difficulties ...
... coefficient of variation equal to 0.80 . C and Kic are also assumed Log - normal with a coefficient of variation equal to 0.25 . ao , C and Kic are assumed to be independent . A second type of uncertainty originates in the difficulties ...
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