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 121
... procedure should not require the mobilization / demobilization of specialized vessels into the region . Other advantages of a procedure , as it pertains application , include : bottom pull to an Arctic long , shallow shore approaches ...
... procedure should not require the mobilization / demobilization of specialized vessels into the region . Other advantages of a procedure , as it pertains application , include : bottom pull to an Arctic long , shallow shore approaches ...
Page 194
... procedure . The procedure is assumed to give a characteristic soil capacity at 0.8 times the mean estimated soil capacity . The design rule for buckling capacity , likewise , defines failure when the axial force exceeds a predefined ...
... procedure . The procedure is assumed to give a characteristic soil capacity at 0.8 times the mean estimated soil capacity . The design rule for buckling capacity , likewise , defines failure when the axial force exceeds a predefined ...
Page 231
... procedure , a series of z ; val- ues should be selected , system reliability computation is then made for each selected z ; value . The same procedure has to be repeated if more than one variables need updating . With the equivalent ...
... procedure , a series of z ; val- ues should be selected , system reliability computation is then made for each selected z ; value . The same procedure has to be repeated if more than one variables need updating . With the equivalent ...
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