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 67
... acceptable risks using methods of probabilistic risk evaluation based on risk comparisons , the cost - effectiveness of risk reduction , and cost - risk - benefit analyses . However , these quantitative methods yield results that are ...
... acceptable risks using methods of probabilistic risk evaluation based on risk comparisons , the cost - effectiveness of risk reduction , and cost - risk - benefit analyses . However , these quantitative methods yield results that are ...
Page 68
... acceptable standards for the design of novel structures in sensitive environments , based on realistic risk ... acceptable risk levels can be determined from risk statistics for existing ( accepted ) risks . To account for the wide range ...
... acceptable standards for the design of novel structures in sensitive environments , based on realistic risk ... acceptable risk levels can be determined from risk statistics for existing ( accepted ) risks . To account for the wide range ...
Page 335
... acceptable practice . Surveys indicate that it is a dominating cause of structural failures in buildings and bridges . In this paper , errors are put into categories with regard to causes and consequences . Structural reliability is ...
... acceptable practice . Surveys indicate that it is a dominating cause of structural failures in buildings and bridges . In this paper , errors are put into categories with regard to causes and consequences . Structural reliability is ...
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