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 5
INSTALLATION OPERATIONS A Base Port was established at Fourchon in Louisiana for the storage , preparation and load - out to site of all the mooring components . Attachment of the F.P.P. to the pre - installed mooring system was ...
INSTALLATION OPERATIONS A Base Port was established at Fourchon in Louisiana for the storage , preparation and load - out to site of all the mooring components . Attachment of the F.P.P. to the pre - installed mooring system was ...
Page 178
Marginal field suitability - Simple fabrication with no machined mating surfaces Minimal number of nodes Economic Installation - Economic transportation . Several CTP structures can be transported in one barge with the possibility ...
Marginal field suitability - Simple fabrication with no machined mating surfaces Minimal number of nodes Economic Installation - Economic transportation . Several CTP structures can be transported in one barge with the possibility ...
Page 526
Publicly - funded research will provide the rationale and results for designing and installing a deep water cable under extreme environmental conditions including extreme installation depths , winds , waves , and currents not generally ...
Publicly - funded research will provide the rationale and results for designing and installing a deep water cable under extreme environmental conditions including extreme installation depths , winds , waves , and currents not generally ...
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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 |