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 352
... combined wave and slamming stresses are plotted as a function of time . It is apparent from this figure that the combined stress depends highly on the phase 8. The worst case in terms of the com- bined stress is when 6 is such that the ...
... combined wave and slamming stresses are plotted as a function of time . It is apparent from this figure that the combined stress depends highly on the phase 8. The worst case in terms of the com- bined stress is when 6 is such that the ...
Page 353
... combined bending moment . Consider this value as the actual maximum combined bend- ing moment . h ) Use Turkstra's rule , the peak coincidence approximation , and the S.R.S.S. approach to estimate the extreme combined bending moment ...
... combined bending moment . Consider this value as the actual maximum combined bend- ing moment . h ) Use Turkstra's rule , the peak coincidence approximation , and the S.R.S.S. approach to estimate the extreme combined bending moment ...
Page 354
... combined bending moment . f ) The result from SRSS law are closer to the actual values of the combined bending moments than the results from the other approximate methods . However , they do not consis- tently lie on the same side ...
... combined bending moment . f ) The result from SRSS law are closer to the actual values of the combined bending moments than the results from the other approximate methods . However , they do not consis- tently lie on the same side ...
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