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 107
... limit state function g ( z ) is a function with the properties given in equations ( 1 ) , ( 2 ) and ( 3 ) . These properties are obtained by taking g ( z ) as the difference in distance from the origin to the limit state intersection ...
... limit state function g ( z ) is a function with the properties given in equations ( 1 ) , ( 2 ) and ( 3 ) . These properties are obtained by taking g ( z ) as the difference in distance from the origin to the limit state intersection ...
Page 433
... limit state function is not differentiable , as is the case for implicit limit state functions , a separate Monte Carlo simulation may be required to determine the probability density function fSIA . Limited experience shows that at ...
... limit state function is not differentiable , as is the case for implicit limit state functions , a separate Monte Carlo simulation may be required to determine the probability density function fSIA . Limited experience shows that at ...
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