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 326
... equation ( 1 ) is the mean force vector . The first integral in equation ( 1 ) side is referred to as the linear force vector and involves a linear convolution of the wave elevation with the linear Volterra kernel , h ( t ) . The second ...
... equation ( 1 ) is the mean force vector . The first integral in equation ( 1 ) side is referred to as the linear force vector and involves a linear convolution of the wave elevation with the linear Volterra kernel , h ( t ) . The second ...
Page 327
... equation ( 13 ) for w1 = w2 . Further note that the exact quadratic transfer functions are complex valued . However , since the reflection coefficient is real valued due to equation ( 12 ) , the approximate transfer function is also ...
... equation ( 13 ) for w1 = w2 . Further note that the exact quadratic transfer functions are complex valued . However , since the reflection coefficient is real valued due to equation ( 12 ) , the approximate transfer function is also ...
Page 329
... equation H ( w ) = [ -w2m + iw ( c + Ceq ) + k ] ̈1 ( 47 ) By substituting equation ( 42 ) into equation ( 46 ) , the response can be written as the following second order Volterra series 8 ( t ) = gm + ƒ bo ' ( t1 ) n ( t - t , ) dr ...
... equation H ( w ) = [ -w2m + iw ( c + Ceq ) + k ] ̈1 ( 47 ) By substituting equation ( 42 ) into equation ( 46 ) , the response can be written as the following second order Volterra series 8 ( t ) = gm + ƒ bo ' ( t1 ) n ( t - t , ) dr ...
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