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 142
The published analyses of tooth load distribution ( 1-4 ) established that the load is not uniformly distributed over ... but is in fact a parabolic distribution with the highest load occurring on the loaded tooth furthest from the free ...
The published analyses of tooth load distribution ( 1-4 ) established that the load is not uniformly distributed over ... but is in fact a parabolic distribution with the highest load occurring on the loaded tooth furthest from the free ...
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 522
Average polyester ropes gave the same cyclic life at the 70 % load level , 2000 cycles , as did average nylon ropes at the 50 % load level . Data from a few tests of with new " marine " finish fibers are included in these figures .
Average polyester ropes gave the same cyclic life at the 70 % load level , 2000 cycles , as did average nylon ropes at the 50 % load level . Data from a few tests of with new " marine " finish fibers are included in these figures .
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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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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 |