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 150
... expected number of stress ranges per year , Hs is the significant wave height , S ; is the stress concentration factor for element i , E [ ( S ; △ o ( Hs ) ) " ] is the expected value of stress ranges SAo to the power m . The events ...
... expected number of stress ranges per year , Hs is the significant wave height , S ; is the stress concentration factor for element i , E [ ( S ; △ o ( Hs ) ) " ] is the expected value of stress ranges SAo to the power m . The events ...
Page 323
... expected value propagation was obtained by averaging 85 simulation records . The resulting curve is compared to the actual free roll decay curve in Figure 1. The expected value curve was treated as a free roll decay curve and analyzed ...
... expected value propagation was obtained by averaging 85 simulation records . The resulting curve is compared to the actual free roll decay curve in Figure 1. The expected value curve was treated as a free roll decay curve and analyzed ...
Page 461
4. Maintenance Planning In the optimal inspection strategy module the total expected cost in the lifetime is minimized . The total expected cost is written C ( n , t , ē , aR ) = Cın ( n , t̃ , ē , ar ) + CR ( n , t̃ , ē , ar ) + CF ( n ...
4. Maintenance Planning In the optimal inspection strategy module the total expected cost in the lifetime is minimized . The total expected cost is written C ( n , t , ē , aR ) = Cın ( n , t̃ , ē , ar ) + CR ( n , t̃ , ē , ar ) + CF ( n ...
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