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 187
... observed ( the difference between transducers 9 and 4 ) is of the order of 3mm . This deflection corresponded closely to the calculated value from VBLAST although the accuracy of measurement is poor in this case . Test 4 consisted of a ...
... observed ( the difference between transducers 9 and 4 ) is of the order of 3mm . This deflection corresponded closely to the calculated value from VBLAST although the accuracy of measurement is poor in this case . Test 4 consisted of a ...
Page 297
... observed distribution ( Myrhaug and Kjeldsen , 1984 ) ; ― log - normal distribution according to Myrhaug and Kjeldsen ( 1984 ) ; □ transformed Cavanié et al . distribution ; x transformed Longuet - Higgins distribution . ( c ) 1/2 LH ...
... observed distribution ( Myrhaug and Kjeldsen , 1984 ) ; ― log - normal distribution according to Myrhaug and Kjeldsen ( 1984 ) ; □ transformed Cavanié et al . distribution ; x transformed Longuet - Higgins distribution . ( c ) 1/2 LH ...
Page 460
... observation set 2 1.00 MG33 prior 3 and observation set 3 Time , years 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Updating Based on Observed Events Figure 6. Reliability index updated based on inspection results and observed ...
... observation set 2 1.00 MG33 prior 3 and observation set 3 Time , years 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Updating Based on Observed Events Figure 6. Reliability index updated based on inspection results and observed ...
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