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 331
... frequency surge response of floating systems . The reason for using the approximation is that substantial computational savings are achieved since only a small part of the quadratic transfer function is needed . Figure 7 illustrates the ...
... frequency surge response of floating systems . The reason for using the approximation is that substantial computational savings are achieved since only a small part of the quadratic transfer function is needed . Figure 7 illustrates the ...
Page 365
... frequency is the same for mobile platforms as for fixed platforms , the additional contribution to the collision frequency would then be approximately 48 % , increasing the expected number of collisions to 0.18 . Under the Poisson ...
... frequency is the same for mobile platforms as for fixed platforms , the additional contribution to the collision frequency would then be approximately 48 % , increasing the expected number of collisions to 0.18 . Under the Poisson ...
Page 378
... frequency interval Af , giving the wave field as a superposition of M wave trains , each containing N frequency at spacing Af but shifted so that no pair of wave trains contains the same frequencies , in order to avoid the phase locking ...
... frequency interval Af , giving the wave field as a superposition of M wave trains , each containing N frequency at spacing Af but shifted so that no pair of wave trains contains the same frequencies , in order to avoid the phase locking ...
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