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 3
... corresponding lifetime extreme value . With the conventional model of independent ( Poisson ) maxima , this dis- tribution of U , can be estimated as max 2 Fu ( u ) = exp ( -VoT exp ( - ) ) FRIGE often fail to fit available correlation ...
... corresponding lifetime extreme value . With the conventional model of independent ( Poisson ) maxima , this dis- tribution of U , can be estimated as max 2 Fu ( u ) = exp ( -VoT exp ( - ) ) FRIGE often fail to fit available correlation ...
Page 185
... ( corresponding to the back face of the wall ) are higher than the compressive forces in the top fibre by about 100 N / mm . The shift in the neutral axis is approximately ( 17 mm ) which corresponds to ( 8 % ) of the depth of the beam ...
... ( corresponding to the back face of the wall ) are higher than the compressive forces in the top fibre by about 100 N / mm . The shift in the neutral axis is approximately ( 17 mm ) which corresponds to ( 8 % ) of the depth of the beam ...
Page 250
... corresponding αes . A LEAP algorithm to account for geometry dependent excitation was developed in [ 7 ] to solve the problem of FE model correlation for offshore structures . It should be noted that a high number of random variables ...
... corresponding αes . A LEAP algorithm to account for geometry dependent excitation was developed in [ 7 ] to solve the problem of FE model correlation for offshore structures . It should be noted that a high number of random variables ...
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