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 124
... linear - elastic frame analysis RASOS - M RASOS - O · · RASOS - P RASOS - R · RASOS - S · structural model generation reliability - based optimisation non - linear probabilistic pile analysis system reliability analysis using failure ...
... linear - elastic frame analysis RASOS - M RASOS - O · · RASOS - P RASOS - R · RASOS - S · structural model generation reliability - based optimisation non - linear probabilistic pile analysis system reliability analysis using failure ...
Page 326
... linear term is the same as the linear force from diffraction theory . The second order terms are the quadratic forces . To the authors knowledge , Donley and Spanos ( 1990 ) , were the first to apply Pinkster's approach using the ...
... linear term is the same as the linear force from diffraction theory . The second order terms are the quadratic forces . To the authors knowledge , Donley and Spanos ( 1990 ) , were the first to apply Pinkster's approach using the ...
Page 327
... linear potential theory . For the brevity , only the surge force transfer functions are presented here . The interested reader can refer to Donley and Spanos ( 1990 ) for the other tranfer functions and the details of the derivations .
... linear potential theory . For the brevity , only the surge force transfer functions are presented here . The interested reader can refer to Donley and Spanos ( 1990 ) for the other tranfer functions and the details of the derivations .
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
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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