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 * by 0.40 NORMA .
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 * by 0.40 NORMA .
Page 273
In this study most of the distribution types are chosen as normal . Non - normal distribution can easily be applyed , but as the input information is not analyzed in detail , normal distributions are chosen for the sake of simplicity .
In this study most of the distribution types are chosen as normal . Non - normal distribution can easily be applyed , but as the input information is not analyzed in detail , normal distributions are chosen for the sake of simplicity .
Page 275
Elastic - Mod . shaft Normal -0.071 1 % Elastic - Mod . caisson Normal -0.187 3 % Soil stiffness Normal 0.696 48 % Structural mass Normal 0.084 1 % Top mass Normal 0.036 0 % Damping ratio Normal 0.434 19 % Load coeff . CM Normal 0.182 3 ...
Elastic - Mod . shaft Normal -0.071 1 % Elastic - Mod . caisson Normal -0.187 3 % Soil stiffness Normal 0.696 48 % Structural mass Normal 0.084 1 % Top mass Normal 0.036 0 % Damping ratio Normal 0.434 19 % Load coeff . CM Normal 0.182 3 ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
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 unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |