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 41
... random forces is difficult and , in many cases , it has not been resolved satisfactorily to date . Attempts to reproduce observed motions with irregular jumps by omitting random forces from the hydrodynamic loading model were reported ...
... random forces is difficult and , in many cases , it has not been resolved satisfactorily to date . Attempts to reproduce observed motions with irregular jumps by omitting random forces from the hydrodynamic loading model were reported ...
Page 142
... random influences are modelled by a random vector X ( X1 , ... , Xn ) and so the analysis is reduced to the problem of computing an n - dimensional integral = P ( F ) = √ f ( x , 1 , ... , In ) d11 ... dîn ... densities of the n ...
... random influences are modelled by a random vector X ( X1 , ... , Xn ) and so the analysis is reduced to the problem of computing an n - dimensional integral = P ( F ) = √ f ( x , 1 , ... , In ) d11 ... dîn ... densities of the n ...
Page 377
... random waves in the overall mean wave direction in three - dimensional random wave fields on deep water are examined starting from an analysis of the vertical displacements obtained from linear numerical simulations of directional seas ...
... random waves in the overall mean wave direction in three - dimensional random wave fields on deep water are examined starting from an analysis of the vertical displacements obtained from linear numerical simulations of directional seas ...
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