Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 271
... sample sizes of 3 and 5. Each curve is based upon 100 Monte Carlo simulated samples . Application of statistical tables for the students - t distribution yields that the median estimated with a 90 % confidence level ( 0.5.0.9 ) for ...
... sample sizes of 3 and 5. Each curve is based upon 100 Monte Carlo simulated samples . Application of statistical tables for the students - t distribution yields that the median estimated with a 90 % confidence level ( 0.5.0.9 ) for ...
Page 272
... sample sizes compared to the shape parameter estimates . This behaviour reflects that the two parameters are not independent of each other . The shape parameter is estimated first and the scale parameter is fitted to the actual shape ...
... sample sizes compared to the shape parameter estimates . This behaviour reflects that the two parameters are not independent of each other . The shape parameter is estimated first and the scale parameter is fitted to the actual shape ...
Page 274
... sample size of three , this method is equally powerful as directly application of the MOT . For larger sample sizes the lognormal limit is significantly more powerful . The lognormal distribution provides the most reliable estimates of ...
... sample size of three , this method is equally powerful as directly application of the MOT . For larger sample sizes the lognormal limit is significantly more powerful . The lognormal distribution provides the most reliable estimates of ...
Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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Alberta analysis applied Arctic assessment axial bending buckling calculated calibration construction corrosion crack criteria cylinder damage defects depth developed discharge coefficient displacement distribution downstream effect Engineering environmental equation equipment estimated evaluation experimental failure probability fatigue finite element flow function fluid force fractile fracture fracture mechanics frequency frost heave function gas pipeline hoop stress installation leak detection lift force limit Limit States Design load lognormal longitudinal maximum measured Mechanics meter tube methods nozzle offshore pipelines OMAE operating orifice plate parameters pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability Reynolds number S-N curve sample scour shear stress simulation soil specific standards steel strain structural Table Technology ASME 1992 temperature differential tube bundle turbulent upstream usage factor velocity profile vibration volumetric flow rate vortex shedding wall thickness weld yield strength