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 183
... calculated from the effective stiffness derived earlier . The dynamic response of the wall is calculated from the response of the equivalent one degree of freedom spring / mass system . The loading is idealised as a triangular time ...
... calculated from the effective stiffness derived earlier . The dynamic response of the wall is calculated from the response of the equivalent one degree of freedom spring / mass system . The loading is idealised as a triangular time ...
Page 184
... calculated from the plastic modulus and yield stress of the material . The effective yield displacement is calculated from the intercept of the elastic stiffness part of the curve with the ultimate resistance value . The LUSAS ...
... calculated from the plastic modulus and yield stress of the material . The effective yield displacement is calculated from the intercept of the elastic stiffness part of the curve with the ultimate resistance value . The LUSAS ...
Page 279
... calculated using FORM analysis . The probability of failure for the parallel system in the numerator is calculated by ( 11 ) and for the single failure element in the denominator by ( 8 ) . If repair is performed at the time TR then max ...
... calculated using FORM analysis . The probability of failure for the parallel system in the numerator is calculated by ( 11 ) and for the single failure element in the denominator by ( 8 ) . If repair is performed at the time TR then max ...
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