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 143
... defined by a function g ( x ) in such a way that : 1. The origin is in the safe domain S = { x ; g ( x ) > 0 } . 2. The distance of G and also of F to the origin is unity . If now a sequence BF of domains is defined for ẞ ≥ 1 by BF ...
... defined by a function g ( x ) in such a way that : 1. The origin is in the safe domain S = { x ; g ( x ) > 0 } . 2. The distance of G and also of F to the origin is unity . If now a sequence BF of domains is defined for ẞ ≥ 1 by BF ...
Page 229
... defined as fatigue failure , and a , is then simply the plate wall thickness . In cases where brittle fracture and / or plastic collapse occur before leakage or a leak does not lead to significant strength reduction , a , is then defined ...
... defined as fatigue failure , and a , is then simply the plate wall thickness . In cases where brittle fracture and / or plastic collapse occur before leakage or a leak does not lead to significant strength reduction , a , is then defined ...
Page 246
... definition [ 14 , 15 ] . In structural reliability theory , redundancy is defined usually as residual strength with respect to collapse [ 14 , 17 ] . Even in that limited sense , the redundancy definition depends on factors such as the ...
... definition [ 14 , 15 ] . In structural reliability theory , redundancy is defined usually as residual strength with respect to collapse [ 14 , 17 ] . Even in that limited sense , the redundancy definition depends on factors such as the ...
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