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 219
... problem . On the other hand , along with the resent tendency to increase the aging structures in number , the estimation of remaining life or the extension pro- gram of service life have become to be essential problems . Under such ...
... problem . On the other hand , along with the resent tendency to increase the aging structures in number , the estimation of remaining life or the extension pro- gram of service life have become to be essential problems . Under such ...
Page 246
... problems in a way totally different from SSR ( Structural Systems Reliability ) and SFEM ( Stochastic FEM ) . It has two parts : PAR which formulates the reliability problem as a two - state problem ; and LEAP which computes individual ...
... problems in a way totally different from SSR ( Structural Systems Reliability ) and SFEM ( Stochastic FEM ) . It has two parts : PAR which formulates the reliability problem as a two - state problem ; and LEAP which computes individual ...
Page 351
... problem can be divided into two subproblems . The one deals with the local response at the forward bot- tom called " micro " , and the other deals with the overall hull vibratory response called " macro " ( Mansour and d'Oliveira 75 ) ...
... problem can be divided into two subproblems . The one deals with the local response at the forward bot- tom called " micro " , and the other deals with the overall hull vibratory response called " macro " ( Mansour and d'Oliveira 75 ) ...
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