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
... weight of the different structures in relation to the lean - to jacket is not large . 1.21 0.8- RELATIVE LIFTING 0ot WEIGHT 0.4+ 0.2- JACKETS 4 LEGS TRIPOD LEANTO 0 126 108 84 72 68 30 WATER DEPTH ( FEET ) Figure 10 Next , a comparison ...
... weight of the different structures in relation to the lean - to jacket is not large . 1.21 0.8- RELATIVE LIFTING 0ot WEIGHT 0.4+ 0.2- JACKETS 4 LEGS TRIPOD LEANTO 0 126 108 84 72 68 30 WATER DEPTH ( FEET ) Figure 10 Next , a comparison ...
Page 261
... WEIGHT 30- 25 20 4 . 55000 50000 45000 -40000 35000 -30000 TOWER WEIGHT ( SHORT TONS ) 5 . 6 . > = For the range of C1 values considered , the T2 20 - second requirement can be satisfied only by the addition of an appropriate stabilizer ...
... WEIGHT 30- 25 20 4 . 55000 50000 45000 -40000 35000 -30000 TOWER WEIGHT ( SHORT TONS ) 5 . 6 . > = For the range of C1 values considered , the T2 20 - second requirement can be satisfied only by the addition of an appropriate stabilizer ...
Page 511
... Weight A. In Air ( N / km ) B. In Water ( N / km ) C. Specific Gravity 165 98 2.57 5 . Electrical Performance Fig . 5 as Effect of voltage regulation factor strength of the Loihi shore cable . transfer is 3000 watts . Cable diameter is ...
... Weight A. In Air ( N / km ) B. In Water ( N / km ) C. Specific Gravity 165 98 2.57 5 . Electrical Performance Fig . 5 as Effect of voltage regulation factor strength of the Loihi shore cable . transfer is 3000 watts . Cable diameter is ...
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