Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 50
... distribution of maxima has been obtained via the distribution of maxima of random process z ( t ) . Thus , the approach used here is able to describe in turn the distribution of random process z ( t ) , the distri- bution of max ima Z ...
... distribution of maxima has been obtained via the distribution of maxima of random process z ( t ) . Thus , the approach used here is able to describe in turn the distribution of random process z ( t ) , the distri- bution of max ima Z ...
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 298
... DISTRIBUTION RISK 1 RISK 2 RISK 3 RANGE RANGE RANGE 5 RANDOM NUMBER V1 V2 VN LIFE CYCLE COST TOTAL LIFE CYCLE COST DISTRIBUTION PROBABILITY DISTRIBUTION CUMULATIVE DISTRIBUTION 8 MEASURE OF CENTRAL TENDENCY AND DISBERSION PROBABILITY ...
... DISTRIBUTION RISK 1 RISK 2 RISK 3 RANGE RANGE RANGE 5 RANDOM NUMBER V1 V2 VN LIFE CYCLE COST TOTAL LIFE CYCLE COST DISTRIBUTION PROBABILITY DISTRIBUTION CUMULATIVE DISTRIBUTION 8 MEASURE OF CENTRAL TENDENCY AND DISBERSION PROBABILITY ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 33 |
Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |
Copyright | |
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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 reliability 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 variation vector weld weldments