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 278
... variables . Table 5 shows the effect of introducing correlation between the basic variables X1 and X2 that models the initial price and the slope of price function . From figure 4 it is seen that the correlation must be negative . The ...
... variables . Table 5 shows the effect of introducing correlation between the basic variables X1 and X2 that models the initial price and the slope of price function . From figure 4 it is seen that the correlation must be negative . The ...
Page 282
... variables X1 and X2 . € 10 X23 = k11 Log Normal μX23 = 100 OX23 = 10 X24 = k12 +8 Log Normal X25 = C1 μX24 = 130 Deterministic HX25 = 75 = OX24 = 10 Basic variables Parameter Deterministic Stochastic P die S ; d2232425 Si : : X1 = αp μ ...
... variables X1 and X2 . € 10 X23 = k11 Log Normal μX23 = 100 OX23 = 10 X24 = k12 +8 Log Normal X25 = C1 μX24 = 130 Deterministic HX25 = 75 = OX24 = 10 Basic variables Parameter Deterministic Stochastic P die S ; d2232425 Si : : X1 = αp μ ...
Page 437
... variables were considered as independent . The assumption of independent variables is questionable in the case of bearing capacity fac- tors in sand , since they are related to the friction angle of the sand . Many of these factors are ...
... variables were considered as independent . The assumption of independent variables is questionable in the case of bearing capacity fac- tors in sand , since they are related to the friction angle of the sand . Many of these factors are ...
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