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 113
As for the supporting section , the generated sectional force shall be calculated by adjusting the length of the pipeline support so that the deflection angle of the pipeline at point A may coincide with the deflection angle of the ...
As for the supporting section , the generated sectional force shall be calculated by adjusting the length of the pipeline support so that the deflection angle of the pipeline at point A may coincide with the deflection angle of the ...
Page 291
Pile length - Only the first mode period was affected by the pile length . A 25 % change in pile length . A 25 % change in pile length resulted in a 22 % change in the first mode period . The longer the piles , the higher the periods .
Pile length - Only the first mode period was affected by the pile length . A 25 % change in pile length . A 25 % change in pile length resulted in a 22 % change in the first mode period . The longer the piles , the higher the periods .
Page 520
Standard " Strength Size 6 , kip 82-93 102-110 66-81 95-105 Size 15 , kip 529 575-672 419-461 575-648 Weight / Length Size 6 , 1b / 100 ft 88-100 90-101 110-124 111-119 Size 15 , 1b / 100 ft 596-625 558-632 773 689-742 Specific Strength ...
Standard " Strength Size 6 , kip 82-93 102-110 66-81 95-105 Size 15 , kip 529 575-672 419-461 575-648 Weight / Length Size 6 , 1b / 100 ft 88-100 90-101 110-124 111-119 Size 15 , 1b / 100 ft 596-625 558-632 773 689-742 Specific Strength ...
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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 |