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 202
... Normal Condition Statistics , gives an integral description of all wave and wind conditions that are encountered in a period of three consecutive years . The principal objective of the other part , called Extreme Condition Statistics ...
... Normal Condition Statistics , gives an integral description of all wave and wind conditions that are encountered in a period of three consecutive years . The principal objective of the other part , called Extreme Condition Statistics ...
Page 282
... Normal Log Normal HX12 = 0.020X12 = 0.002 μX13 = 100 Distribution Mean value Standard deviation μx1 = 0.02 ox1 = 0.002 : Correlation coefficient | z * E [ db ( z , X ) * ] PX1X2 = -0.40 401 16159 PX1X2 -0.80 398 16114 = Table 5 ...
... Normal Log Normal HX12 = 0.020X12 = 0.002 μX13 = 100 Distribution Mean value Standard deviation μx1 = 0.02 ox1 = 0.002 : Correlation coefficient | z * E [ db ( z , X ) * ] PX1X2 = -0.40 401 16159 PX1X2 -0.80 398 16114 = Table 5 ...
Page 452
... normal 0.005 0.007 m C Log - normal 1.1.10-10 2.9.10-11 KIC Log - normal 100.00 26.00 MPa m1 / 2 Y Normal 2.0 0.2 Ca Normal 0.75 0.225 Cm Normal 1.80 0.270 M , Normal 0.10 0.02 m Table 2. Parameters for ergodic and non - ergodic random ...
... normal 0.005 0.007 m C Log - normal 1.1.10-10 2.9.10-11 KIC Log - normal 100.00 26.00 MPa m1 / 2 Y Normal 2.0 0.2 Ca Normal 0.75 0.225 Cm Normal 1.80 0.270 M , Normal 0.10 0.02 m Table 2. Parameters for ergodic and non - ergodic random ...
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