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 32
... possible configurations are given in Table 1 . The system will collapse if all the possible configurations ( i.e. sub - systems ) are damaged ; therefore , in this case , = n ก ก E = 5 , N § , N § , NS , N112 1,2 In general , the ...
... possible configurations are given in Table 1 . The system will collapse if all the possible configurations ( i.e. sub - systems ) are damaged ; therefore , in this case , = n ก ก E = 5 , N § , N § , NS , N112 1,2 In general , the ...
Page 71
... possible to develop dependable risk assessment models to justify the use of engineering systems in sensitive environments . However , it might be possible to develop benign engineering systems based on the principles of safe - fail ...
... possible to develop dependable risk assessment models to justify the use of engineering systems in sensitive environments . However , it might be possible to develop benign engineering systems based on the principles of safe - fail ...
Page 274
... possible outcomes of the uncertainty parameters associated with each alternative . An estimate of the probabilities associated with each possible outcome must be per- formed with evaluation of the consequences usually expressed in ...
... possible outcomes of the uncertainty parameters associated with each alternative . An estimate of the probabilities associated with each possible outcome must be per- formed with evaluation of the consequences usually expressed in ...
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