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 34
Predrilled Satellites And Remote Templates Since Table 6 was compiled , Balmoral , Petronella , SE Forties , Clyde and the Ness fields have all come on stream . Development trends have began to emerge which form the basis of Table 7 .
Predrilled Satellites And Remote Templates Since Table 6 was compiled , Balmoral , Petronella , SE Forties , Clyde and the Ness fields have all come on stream . Development trends have began to emerge which form the basis of Table 7 .
Page 116
As shown in the Table 1 , the specific gravity of the rubber material is 1.0 , its other performances ( strength , water absorbing property ) show little difference between its manufacturing method and manufacturing cost and those of ...
As shown in the Table 1 , the specific gravity of the rubber material is 1.0 , its other performances ( strength , water absorbing property ) show little difference between its manufacturing method and manufacturing cost and those of ...
Page 299
TABLE 2 . TLP MODEL STATISTICS Water Depth Environment Plan Dimensions Deck Weight Initial Buoyancy Initial Pretension Total Number of Tendons 2500 feet Gulf of Mexico 180 ' x 180 ' 26,720 kips 46,400 kips 13,916 kips 16 ( 4 per leg ) ...
TABLE 2 . TLP MODEL STATISTICS Water Depth Environment Plan Dimensions Deck Weight Initial Buoyancy Initial Pretension Total Number of Tendons 2500 feet Gulf of Mexico 180 ' x 180 ' 26,720 kips 46,400 kips 13,916 kips 16 ( 4 per leg ) ...
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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 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 |