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 219
... inspection planning problem of deteriorating structures . The method aims to find an optimal inspection strategy so that the total expected cost in the period between the present inspection and the next be minimum . The optimization ...
... inspection planning problem of deteriorating structures . The method aims to find an optimal inspection strategy so that the total expected cost in the period between the present inspection and the next be minimum . The optimization ...
Page 220
... inspection methods , repair quality and so on . However , the interval of re- peated inspections is usually ... inspection method and inspection interval . 2.1 Total expected cost for structure in the present inspection and in the next ...
... inspection methods , repair quality and so on . However , the interval of re- peated inspections is usually ... inspection method and inspection interval . 2.1 Total expected cost for structure in the present inspection and in the next ...
Page 226
... inspection plans for a member set during 10 years . Table 6 Inspection strategy and cost obtained by the present method . Cumulative cost US dollars N. N , PID Selected inspection quality Case years years 1 2 3 4 5 6 7 8 9 20 15 0.00 ...
... inspection plans for a member set during 10 years . Table 6 Inspection strategy and cost obtained by the present method . Cumulative cost US dollars N. N , PID Selected inspection quality Case years years 1 2 3 4 5 6 7 8 9 20 15 0.00 ...
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