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 25
... depends on both the physical proximity of the data points to the hypothesized S - N curve and the number of samples . The smaller the P is , the less likely the hypothesis can be true . For example , for the test data shown in Fig . 2 ...
... depends on both the physical proximity of the data points to the hypothesized S - N curve and the number of samples . The smaller the P is , the less likely the hypothesis can be true . For example , for the test data shown in Fig . 2 ...
Page 177
... depends on the pipe diameter and on the anchor dimensions as follows : L = D + B ( 5 ) Sealine Dented by a mooring line . The width of the hazardous corridor depends , in this case , on : - pipe diameter ; · anchor length ; · expected ...
... depends on the pipe diameter and on the anchor dimensions as follows : L = D + B ( 5 ) Sealine Dented by a mooring line . The width of the hazardous corridor depends , in this case , on : - pipe diameter ; · anchor length ; · expected ...
Page 352
... depends highly on the phase 8. The worst case in terms of the com- bined stress is when & is such that the peaks of the two stress processes coincide . It is obvious that the peaks of the two processes may coincide at least once during ...
... depends highly on the phase 8. The worst case in terms of the com- bined stress is when & is such that the peaks of the two stress processes coincide . It is obvious that the peaks of the two processes may coincide at least once during ...
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