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 142
... approximation error for replacing f ( x ) by h ( x ) goes to zero as I approaches infinity . The goal here is to find for a complicated function f ( x ) a simple asymptotic approximation . An overview of methods of asymptotic analysis ...
... approximation error for replacing f ( x ) by h ( x ) goes to zero as I approaches infinity . The goal here is to find for a complicated function f ( x ) a simple asymptotic approximation . An overview of methods of asymptotic analysis ...
Page 144
... approximation is 5.02E - 3 . SUMMARY AND CONCLUSIONS Asymptotic approximation methods are an effective tool for cal- culating failure probabilities and their sensitivities with respect to parameter changes . These methods can be applied ...
... approximation is 5.02E - 3 . SUMMARY AND CONCLUSIONS Asymptotic approximation methods are an effective tool for cal- culating failure probabilities and their sensitivities with respect to parameter changes . These methods can be applied ...
Page 331
... approximation has been proposed to obtain the low frequency surge response of floating systems . The reason for using the approximation is that substantial computational savings are achieved since only a small part of the quadratic ...
... approximation has been proposed to obtain the low frequency surge response of floating systems . The reason for using the approximation is that substantial computational savings are achieved since only a small part of the quadratic ...
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