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 177
It can also be observed that for shallow water depths the differences in weight of the different structures in relation to the lean - to jacket is not large . THE CASE OF A SHALLOW WATER PRODUCTION PLATFORM The CTP used as a radar ...
It can also be observed that for shallow water depths the differences in weight of the different structures in relation to the lean - to jacket is not large . THE CASE OF A SHALLOW WATER PRODUCTION PLATFORM The CTP used as a radar ...
Page 261
For further detailed analysis , C1 0.888 kips - foot / rad with stabilizer virtual weight within the 100,000- to 300,000 -- kip range should be used . LA C , 20 80 € +08 = 0.80E + 09 C = 0.40 € +10 y = 25,000 KIPS 28.00 K / FT - 73.00 K ...
For further detailed analysis , C1 0.888 kips - foot / rad with stabilizer virtual weight within the 100,000- to 300,000 -- kip range should be used . LA C , 20 80 € +08 = 0.80E + 09 C = 0.40 € +10 y = 25,000 KIPS 28.00 K / FT - 73.00 K ...
Page 490
SHIPBOARD PINGER Instrument Bottles Initial Depths : E ) 100m D ) 250m C ) 610m B ) 1000m A ) 1200m a The Vehicles Trials were conducted using three vehicles , ARGO , SeaMARC , and a " clump weight " . ARGO is an open frame vehicle that ...
SHIPBOARD PINGER Instrument Bottles Initial Depths : E ) 100m D ) 250m C ) 610m B ) 1000m A ) 1200m a The Vehicles Trials were conducted using three vehicles , ARGO , SeaMARC , and a " clump weight " . ARGO is an open frame vehicle that ...
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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