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
... construction , approximately 5 - inches in diameter . These lines are not jacketed . The construction includes polypropylene filler ropes and amorphous polypropylene filler compound . Multi - strand construction is used for the Platform ...
... construction , approximately 5 - inches in diameter . These lines are not jacketed . The construction includes polypropylene filler ropes and amorphous polypropylene filler compound . Multi - strand construction is used for the Platform ...
Page 18
... construction with large trusses and packaged modules . This has already been seen with TLP designs . Use of hull - type construction will , however , produce a lighter structure and allow more ground level productivity with fewer ...
... construction with large trusses and packaged modules . This has already been seen with TLP designs . Use of hull - type construction will , however , produce a lighter structure and allow more ground level productivity with fewer ...
Page 320
... construction period is in 2-3 years encountering ( according to DnV it is 3 times of construction period ) , and in 50 years encountering during operation period . Some environmental data for this design is listed Tab.2 . The loading ...
... construction period is in 2-3 years encountering ( according to DnV it is 3 times of construction period ) , and in 50 years encountering during operation period . Some environmental data for this design is listed Tab.2 . The loading ...
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