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 63
... failure of a given sub - system could be determined by numerically in- tegrating the probabilities of failure conditional on the oc- currence of a given wave height , Pf ( H ) , and the probabili- ties of occurrence of those wave ...
... failure of a given sub - system could be determined by numerically in- tegrating the probabilities of failure conditional on the oc- currence of a given wave height , Pf ( H ) , and the probabili- ties of occurrence of those wave ...
Page 131
... failure tree approach . The starting point for this was the failure sequence derived from the deterministic collapse analysis ( Table 2 ) which led to a path probability corresponding to a reliability index of ẞDc - 2.92 . A truncation ...
... failure tree approach . The starting point for this was the failure sequence derived from the deterministic collapse analysis ( Table 2 ) which led to a path probability corresponding to a reliability index of ẞDc - 2.92 . A truncation ...
Page 465
... failure . Quite obviously , components whose failure can bring graver consequences are to be rendered safer . INTRODUCTION Depending on the function and location of the distinct components of a system , their possible failure may bring ...
... failure . Quite obviously , components whose failure can bring graver consequences are to be rendered safer . INTRODUCTION Depending on the function and location of the distinct components of a system , their possible failure may bring ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
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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