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
Figure 4 shows the effect of varying the tooth fillet radius on the relationship between SCF and the ratio of axial to tooth load . It will be noted that as tooth fillet radius increases , the SCF decreases for a given ratio of axial ...
Figure 4 shows the effect of varying the tooth fillet radius on the relationship between SCF and the ratio of axial to tooth load . It will be noted that as tooth fillet radius increases , the SCF decreases for a given ratio of axial ...
Page 313
The main piles and the jacket legs are connected at level ( + ) 8.000 above sea level , see figure 2 , where both shear and axial forces can be tranferred . In all horizontal jacket elevations the connections tranfer shear forces only .
The main piles and the jacket legs are connected at level ( + ) 8.000 above sea level , see figure 2 , where both shear and axial forces can be tranferred . In all horizontal jacket elevations the connections tranfer shear forces only .
Page 371
Although not presented here because of limitation of space , the shape of the maximum axial stress for excitations B and C is very similar to the above figures for excitation A [ 29 ] indicating that heave acceleration is the ...
Although not presented here because of limitation of space , the shape of the maximum axial stress for excitations B and C is very similar to the above figures for excitation A [ 29 ] indicating that heave acceleration is the ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio 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 |
| Export Citation | BiBTeX EndNote RefMan |