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 143
Above a certain thickness the wall will appear as a very stiff beam and further increases on thickness wall will have a negligible effect . on Number of Teeth Figure 3 shows the effect load distribution of varying the tooth fillet ...
Above a certain thickness the wall will appear as a very stiff beam and further increases on thickness wall will have a negligible effect . on Number of Teeth Figure 3 shows the effect load distribution of varying the tooth fillet ...
Page 329
SWIM Results was were was were The vertical effective stress profile , based on the consolidation test results , are shown on Figure 6 . The underconsolidated nature of the Main Pass soil also confirmed with field pore pressure ...
SWIM Results was were was were The vertical effective stress profile , based on the consolidation test results , are shown on Figure 6 . The underconsolidated nature of the Main Pass soil also confirmed with field pore pressure ...
Page 502
The test setup is shown in Figures 8 and 9 [ 5 ] . Comparisons of test and analysis results are given in Figures 10-12 . Figure 10 shows close agreement in the tension - axial strain plots , while Figure 11 shows a small difference in ...
The test setup is shown in Figures 8 and 9 [ 5 ] . Comparisons of test and analysis results are given in Figures 10-12 . Figure 10 shows close agreement in the tension - axial strain plots , while Figure 11 shows a small difference in ...
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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 |