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 323
... simulation is not Gaussian white noise , one expects that the theoretical results derived above still apply in an approximate way for this model . In spite of the fact that rolling damping moment is nonlinear , the response can still be ...
... simulation is not Gaussian white noise , one expects that the theoretical results derived above still apply in an approximate way for this model . In spite of the fact that rolling damping moment is nonlinear , the response can still be ...
Page 331
... simulation is also shown for reference . It can be seen that he Newman approximation is unconservative and underestimates the surge standard deviation by 10 % . In Table 1 , the statistics computed using the following three methods ...
... simulation is also shown for reference . It can be seen that he Newman approximation is unconservative and underestimates the surge standard deviation by 10 % . In Table 1 , the statistics computed using the following three methods ...
Page 353
... simulation , such as two dimensional properties , and response amplitudes and phases for bending moment , relative motion , and velocity as function of frequency . Random time histories for the wave elevation were generated according to ...
... simulation , such as two dimensional properties , and response amplitudes and phases for bending moment , relative motion , and velocity as function of frequency . Random time histories for the wave elevation were generated according to ...
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