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 58
... maximum wave height ( Hm ) and associated storm surge are 75 ft and 4 ft , re- spectively . The base rate at which extreme storms can affect the site each year were evaluated to be 0.6 per year ( storms generating maximum wave heights ...
... maximum wave height ( Hm ) and associated storm surge are 75 ft and 4 ft , re- spectively . The base rate at which extreme storms can affect the site each year were evaluated to be 0.6 per year ( storms generating maximum wave heights ...
Page 59
Expected Maximum Wave Heights and Storm Surge Heights ( feet ) 100 10 Figure 2 . 10 100 -Max Wave Height --Max Surge Height 1000 10000 Return Period ( years ) Expected Maximum Wave Heights and Storm Surges at TLP Location tests ...
Expected Maximum Wave Heights and Storm Surge Heights ( feet ) 100 10 Figure 2 . 10 100 -Max Wave Height --Max Surge Height 1000 10000 Return Period ( years ) Expected Maximum Wave Heights and Storm Surges at TLP Location tests ...
Page 76
... maximum velocities , energy of impact and distance required for a number of objects to reach their maximum velocity . A fire extinguisher will attain its maximum velocity within a distance of 4 m . From the table it will be evident that ...
... maximum velocities , energy of impact and distance required for a number of objects to reach their maximum velocity . A fire extinguisher will attain its maximum velocity within a distance of 4 m . From the table it will be evident that ...
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