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 4
... significant wave height 3.2 Storm Profile Statistics We consider here all storms above a specified threshold h . In practice this threshold may be site - dependent , selected to produce a significant amount of strain accumulation in the ...
... significant wave height 3.2 Storm Profile Statistics We consider here all storms above a specified threshold h . In practice this threshold may be site - dependent , selected to produce a significant amount of strain accumulation in the ...
Page 21
... significant when fatigue is not important . CONCLUSIONS The fatigue fracture reliability and maintainability process in TLP tendon systems is complicated , requiring simulation to quantify system performance . While solutions are ...
... significant when fatigue is not important . CONCLUSIONS The fatigue fracture reliability and maintainability process in TLP tendon systems is complicated , requiring simulation to quantify system performance . While solutions are ...
Page 202
... significant wave height and wave direction . The wave data are differentiated for sea and swell . The other subset is used in the Extreme Condition Statistics part of NESS . It contains data on all the considered storm events . In ...
... significant wave height and wave direction . The wave data are differentiated for sea and swell . The other subset is used in the Extreme Condition Statistics part of NESS . It contains data on all the considered storm events . In ...
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