Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 203
THE BEHAVIOUR OF A POROELASTIC SEABED UNDER NORMAL AND SHEAR LOADS G. C. W. Sabin , Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland St. John's , Newfoundland , Canada NORMAL STRESS ( So ) NORMAL ...
THE BEHAVIOUR OF A POROELASTIC SEABED UNDER NORMAL AND SHEAR LOADS G. C. W. Sabin , Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland St. John's , Newfoundland , Canada NORMAL STRESS ( So ) NORMAL ...
Page 273
... normal . Non - normal distribu- tion can easily be applyed , but as the input information is not analyzed in detail , normal distributions are chosen for the sake of simplicity . Some estimates of mean values and standard deviations are ...
... normal . Non - normal distribu- tion can easily be applyed , but as the input information is not analyzed in detail , normal distributions are chosen for the sake of simplicity . Some estimates of mean values and standard deviations are ...
Page 275
... Normal -0.187 3 % Soil stiffness Normal -0.696 48 % Structural mass Normal 0.084 Top mass Normal 0.036 1 % 0 % Damping ratio Normal -0.434 19 % Load coeff . CM Normal 0.182 3 % U = U ( Rmax ) Normal 0.283 8 % Normal Log normal Fixed ...
... Normal -0.187 3 % Soil stiffness Normal -0.696 48 % Structural mass Normal 0.084 Top mass Normal 0.036 1 % 0 % Damping ratio Normal -0.434 19 % Load coeff . CM Normal 0.182 3 % U = U ( Rmax ) Normal 0.283 8 % Normal Log normal Fixed ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire