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 106
... limit state function The condition of a structure at the moment of a failure event is termed the limit state . As for deterministic analysis , a mathematical formula has to be established where the limit state can be identified . This ...
... limit state function The condition of a structure at the moment of a failure event is termed the limit state . As for deterministic analysis , a mathematical formula has to be established where the limit state can be identified . This ...
Page 433
... limit state functions , a separate Monte Carlo simulation may be required to determine the probability density ... limit state functions are selected over others . Only the critical limit state function is used in any one directional ...
... limit state functions , a separate Monte Carlo simulation may be required to determine the probability density ... limit state functions are selected over others . Only the critical limit state function is used in any one directional ...
Page 454
... limit state becomes increa- singly dominated by accumulated damage . Finally in figure 10 the time variation of the reliability as esti- mated using the brittle fracture limit state and the critical crack length limit state is plotted ...
... limit state becomes increa- singly dominated by accumulated damage . Finally in figure 10 the time variation of the reliability as esti- mated using the brittle fracture limit state and the critical crack length limit state is plotted ...
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