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 131
O а are A comparison of Figures 3 , 4 and 5 with 6 shows that wave force and tendon tension RAOs give good indication of the structural performance of the hull . Since the deck structural members are not exposed to wave forces , their ...
O а are A comparison of Figures 3 , 4 and 5 with 6 shows that wave force and tendon tension RAOs give good indication of the structural performance of the hull . Since the deck structural members are not exposed to wave forces , their ...
Page 177
JACKETS D 4 LEGS S TRIPOD LEANTO 0.8 RELATIVE UFTING 0.8+ WEIGHT 0.4+ 0.2+ 126 108 68 30 84 72 WATER DEPTH ( FEET ) Figure 10 Next , a comparison between the most favorable jacket , the LNT , and the CTP structures was developed .
JACKETS D 4 LEGS S TRIPOD LEANTO 0.8 RELATIVE UFTING 0.8+ WEIGHT 0.4+ 0.2+ 126 108 68 30 84 72 WATER DEPTH ( FEET ) Figure 10 Next , a comparison between the most favorable jacket , the LNT , and the CTP structures was developed .
Page 219
The core samples used in the comparisons are in close proximity to the in - situ test sites . While the emphasis is vane shear results , some comparison is made to undrained unconsolidated triaxial results to determine if the vane shear ...
The core samples used in the comparisons are in close proximity to the in - situ test sites . While the emphasis is vane shear results , some comparison is made to undrained unconsolidated triaxial results to determine if the vane shear ...
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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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Common terms and phrases
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
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 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |