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 24
... estimated from a finite sample size , the lower bound is calculated from the " prediction interval " expression in terms of estimated parameters which reflects some penalty for the lack of unlimited data ( e.g. , Little , 1981 , Edwards ...
... estimated from a finite sample size , the lower bound is calculated from the " prediction interval " expression in terms of estimated parameters which reflects some penalty for the lack of unlimited data ( e.g. , Little , 1981 , Edwards ...
Page 401
... estimated for each of the event tree outcomes presented in Table 2 and for each level of fire or blast protection A to G ' . The estimated total PLL is found by summing over each case A to G ' . These results have been presented in ...
... estimated for each of the event tree outcomes presented in Table 2 and for each level of fire or blast protection A to G ' . The estimated total PLL is found by summing over each case A to G ' . These results have been presented in ...
Page 449
... estimates and the results of the time variant and the time invariant reliability analyses are compared . 1. Introduction The time variant reliability is estimated for a jacket type offs- hore structure located in the North Sea . The ...
... estimates and the results of the time variant and the time invariant reliability analyses are compared . 1. Introduction The time variant reliability is estimated for a jacket type offs- hore structure located in the North Sea . The ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
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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