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
Weight factors . the former construction allows improved bending characteristics through the bending shoe fairleads and deck sheaves . The construction allows the spin resistant characteristics to be utilized while providing good ...
Weight factors . the former construction allows improved bending characteristics through the bending shoe fairleads and deck sheaves . The construction allows the spin resistant characteristics to be utilized while providing good ...
Page 18
There will be a strong tendency to emulate fixed platform , deck - type construction with large trusses and packaged modules . This has already been seen with TLP designs . Use of hull - type construction will , however ...
There will be a strong tendency to emulate fixed platform , deck - type construction with large trusses and packaged modules . This has already been seen with TLP designs . Use of hull - type construction will , however ...
Page 320
The wave height during 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 ...
The wave height during 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 ...
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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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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