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
... approximately 4 1 / 2 - inches in diameter . Each line contains corrosion resisting amorphous polypropylene internal blocking material and is jacketed with high density polyethylene sheathing 3 / 8 - inch thick . The wires are ...
... approximately 4 1 / 2 - inches in diameter . Each line contains corrosion resisting amorphous polypropylene internal blocking material and is jacketed with high density polyethylene sheathing 3 / 8 - inch thick . The wires are ...
Page 53
... approximately on the " mean value " points and one standard deviation from the model test points . From Figure 10 it can be seen that the highest pretention shows a very good agreement between the dynamic analysis and the model tests in ...
... approximately on the " mean value " points and one standard deviation from the model test points . From Figure 10 it can be seen that the highest pretention shows a very good agreement between the dynamic analysis and the model tests in ...
Page 297
... approximately 260 feet . The maximum variation in tendon tension at the hull connection point per leg is approximately 3600 kips ( from maximum to minimum ) . Figure 7 shows the hysteretic response of base shear versus the deck ...
... approximately 260 feet . The maximum variation in tendon tension at the hull connection point per leg is approximately 3600 kips ( from maximum to minimum ) . Figure 7 shows the hysteretic response of base shear versus the deck ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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 vane vessel wave weight wire