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 4
This means that the main length of chain is 4 1 / 8 - inch in diameter while the Dip Section is 4 1 / 4 - inch in diameter . The reason for this increased diameter is to compensate for abrasion and corrosion at the seafloor ( estimated ...
This means that the main length of chain is 4 1 / 8 - inch in diameter while the Dip Section is 4 1 / 4 - inch in diameter . The reason for this increased diameter is to compensate for abrasion and corrosion at the seafloor ( estimated ...
Page 369
... m3 KN m Mass Height Diameter Volume Wet Weight Vertical Effective Mass Horizontal Effective Mass Drag Area : Vertical Horizontal n ea 1 Me kg 133,684 L m 9.754 X Mze kg Total Length Outer Diameter Inner Diameter Extensional Rigidity ...
... m3 KN m Mass Height Diameter Volume Wet Weight Vertical Effective Mass Horizontal Effective Mass Drag Area : Vertical Horizontal n ea 1 Me kg 133,684 L m 9.754 X Mze kg Total Length Outer Diameter Inner Diameter Extensional Rigidity ...
Page 542
8.4 -0.34 38.5 8.7 -0.34 ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ( mm ) torque ( Nm ) diameter variation ( mm ) 35 . -9500 . -0.31 34.5 - 10800 . -0.33 ST3 FREE ENDS TENSION = 300 KN elongation ( mm ) rotation ( ) diameter ...
8.4 -0.34 38.5 8.7 -0.34 ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ( mm ) torque ( Nm ) diameter variation ( mm ) 35 . -9500 . -0.31 34.5 - 10800 . -0.33 ST3 FREE ENDS TENSION = 300 KN elongation ( mm ) rotation ( ) diameter ...
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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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Common terms and phrases
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 |