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 158
... range for level i . The limit state function is then written such that failure occurs if D exceeds the limiting value A ; 1 g ( x ) = A − = Σn ; S ; TM - ( 24 ) The problem now is to evaluate the term Σn ; S ; " and to establish ...
... range for level i . The limit state function is then written such that failure occurs if D exceeds the limiting value A ; 1 g ( x ) = A − = Σn ; S ; TM - ( 24 ) The problem now is to evaluate the term Σn ; S ; " and to establish ...
Page 266
... range of the stress intensity factor AK is a function of the far field stress range and the size and geometry of the crack , ΔΚ = ΔοΥ ( 4 ) πα ( 3 ) where AoTa is the theoretical result for the stress intensity for a crack in an ...
... range of the stress intensity factor AK is a function of the far field stress range and the size and geometry of the crack , ΔΚ = ΔοΥ ( 4 ) πα ( 3 ) where AoTa is the theoretical result for the stress intensity for a crack in an ...
Page 373
... Range 456-562 79-145 1.0 49 Fe Elastic 1.0 Plastic 0.9 0190 Range Elastic Plastic Table 4 Summary of Annual Probabilities of Exceeding Sliding Capacity CIU CIU and CIU Annual Annual Safety Pfs Safety Pfs Index pa Index pa 1.0 0.8 -0.1 8 ...
... Range 456-562 79-145 1.0 49 Fe Elastic 1.0 Plastic 0.9 0190 Range Elastic Plastic Table 4 Summary of Annual Probabilities of Exceeding Sliding Capacity CIU CIU and CIU Annual Annual Safety Pfs Safety Pfs Index pa Index pa 1.0 0.8 -0.1 8 ...
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