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 50
... determined based on the sampled mean value X as ( 27 ) α1 = [ 2 ln ( n ) ] 12 ( 22 ) u1 = -α1 + { In [ ln ( n ) ] + ln ( 4π ) } / ( 2α1 ) ( 23 ) λ The mean value and standard deviation of M1 can be determined approximately using the ...
... determined based on the sampled mean value X as ( 27 ) α1 = [ 2 ln ( n ) ] 12 ( 22 ) u1 = -α1 + { In [ ln ( n ) ] + ln ( 4π ) } / ( 2α1 ) ( 23 ) λ The mean value and standard deviation of M1 can be determined approximately using the ...
Page 61
... determined . A FS 3.5 was the result . = To determine how the pile capacity might be de- creased when the pile was subjected to more intense cyclic loadings , the 100 - year design storm was progres- sively and uniformly scaled up . The ...
... determined . A FS 3.5 was the result . = To determine how the pile capacity might be de- creased when the pile was subjected to more intense cyclic loadings , the 100 - year design storm was progres- sively and uniformly scaled up . The ...
Page 90
... determine ways to reduce the economic risk associated with the unit's operation . Specifically , the QRA was to achieve ... determined without further analysis . Table 1 summarizes the high - risk events according to two generic types of ...
... determine ways to reduce the economic risk associated with the unit's operation . Specifically , the QRA was to achieve ... determined without further analysis . Table 1 summarizes the high - risk events according to two generic types of ...
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