Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 54
Page 66
... linear hypothesis if the linear functions Aß defining it are all estimable functions . Tests of hypotheses in the linear model are derived for estimable linear hypotheses only . 6.2 The Generalised F - test Consider the hypothesis x ; B ...
... linear hypothesis if the linear functions Aß defining it are all estimable functions . Tests of hypotheses in the linear model are derived for estimable linear hypotheses only . 6.2 The Generalised F - test Consider the hypothesis x ; B ...
Page 80
... linear functionals in a general locally convex linear topological space . The next theorem allows for an extension of a 2 - functional F defined on SxT , where S and T are the subsets of a linear 2 - normed space ( X , || · , · II ) ...
... linear functionals in a general locally convex linear topological space . The next theorem allows for an extension of a 2 - functional F defined on SxT , where S and T are the subsets of a linear 2 - normed space ( X , || · , · II ) ...
Page 90
... linear model is a good fit. For the linear logistic mean model and general dispersion model they obtained the following estimates ̂β0 = 0.050± 0.003, ̂β1 = 0.0018± 0.0004 ̂γ0 = 0.43 ± 0.003, ̂γ2 = −0.007 ± 0.005,̂γ 3 = −0.09 ± 0.005 ...
... linear model is a good fit. For the linear logistic mean model and general dispersion model they obtained the following estimates ̂β0 = 0.050± 0.003, ̂β1 = 0.0018± 0.0004 ̂γ0 = 0.43 ± 0.003, ̂γ2 = −0.007 ± 0.005,̂γ 3 = −0.09 ± 0.005 ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
Copyright | |
55 other sections not shown
Other editions - View all
Common terms and phrases
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