Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 50
Poisson distribution determined by the mean frequency of upcrossing fz des- This approach differs significantly to the one cribed in the present paper . In the present approach , the distribution of maxima has been obtained via the ...
Poisson distribution determined by the mean frequency of upcrossing fz des- This approach differs significantly to the one cribed in the present paper . In the present approach , the distribution of maxima has been obtained via the ...
Page 171
... distribution was selected to represent the mean distribution for the C.O.V. values . Since a and n are obtained from regression or maximum likelihood analysis the variability in the parameters will be normally distributed with a mean ...
... distribution was selected to represent the mean distribution for the C.O.V. values . Since a and n are obtained from regression or maximum likelihood analysis the variability in the parameters will be normally distributed with a mean ...
Page 253
... distribution describing its initial uncertainty . The family of beta distributions is a conjugate family for samples from a Bernoulli distribution [ 12 ] . Hence , the distribution of p after inspection ( posterior ) is also beta . The ...
... distribution describing its initial uncertainty . The family of beta distributions is a conjugate family for samples from a Bernoulli distribution [ 12 ] . Hence , the distribution of p after inspection ( posterior ) is also beta . The ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART A | 33 |
Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
amplitude applied assessment assumed axial basic variables behaviour calculated coefficient component computed considered corrosion cost crack depth crack growth rate CTOD curve defect deterministic drag force effects Engineering environmental equation estimated evaluated extreme failure mode failure probability fatigue crack growth fatigue damage fatigue failure fatigue strength Figure fracture mechanics fracture toughness frequency Gaussian geometry hindcast initial inspection instability load integration limit state function linear Lognormal LRFD material maxima maximum mean value method nonlinear normal normal distribution North Sea obtained offshore structures parameters platform predicted pressure probabilistic probability density function probability distribution quadratic random variable ratio reliability analysis reliability index residual stresses response risk S-N curve safety sea-state significant wave height simulation spectral standard deviation statistical stochastic storm stress intensity factor stress range Table tension tether tubular joints vector Weibull distribution weld weldments