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 63
... given sub - system could be determined by numerically in- tegrating the probabilities of failure conditional on the oc- currence of a given wave height , Pf ( H ) , and the probabili- ties of occurrence of those wave heights , p ( H ) ...
... given sub - system could be determined by numerically in- tegrating the probabilities of failure conditional on the oc- currence of a given wave height , Pf ( H ) , and the probabili- ties of occurrence of those wave heights , p ( H ) ...
Page 194
... given spudcan . The purpose of the second rule is to specify the required axial capacity to prevent buckling in a leg bracing close to the deck . In order to simplify the exam- ple , the two rules are similar in format . The design rule ...
... given spudcan . The purpose of the second rule is to specify the required axial capacity to prevent buckling in a leg bracing close to the deck . In order to simplify the exam- ple , the two rules are similar in format . The design rule ...
Page 431
... given limit state function , the density fSIA ( ) is a function of X. The load process along A = a is given by Q - c = Qs A , with Qs a random variable with pdf fQSIA ( ) . For a given value of sla , the ( conditional ) probability ...
... given limit state function , the density fSIA ( ) is a function of X. The load process along A = a is given by Q - c = Qs A , with Qs a random variable with pdf fQSIA ( ) . For a given value of sla , the ( conditional ) probability ...
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