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 245
... HORIZONTAL PIN LOAD L85 ) 00 HORIZONTAL PIN LOAD ( 85 ) T 80 FSA - 10-3 LORO CELL N 00 80 MOORING LINE TENSION ( LB ) TOWER INCLINATION ( OEG ! CO АААА 0.00 3.00 600 9.00 12.00 TIME SECONDS 15.00 18.00 21.00 74.00 77.00 80.00 83.00 TIME ...
... HORIZONTAL PIN LOAD L85 ) 00 HORIZONTAL PIN LOAD ( 85 ) T 80 FSA - 10-3 LORO CELL N 00 80 MOORING LINE TENSION ( LB ) TOWER INCLINATION ( OEG ! CO АААА 0.00 3.00 600 9.00 12.00 TIME SECONDS 15.00 18.00 21.00 74.00 77.00 80.00 83.00 TIME ...
Page 260
... Horizontal external forces will cause the structure to move initially as a single segment . For this case , vertical loads will act at the mass points without any eccentricity . As the external force increases , tower segments will ...
... Horizontal external forces will cause the structure to move initially as a single segment . For this case , vertical loads will act at the mass points without any eccentricity . As the external force increases , tower segments will ...
Page 324
... Horizontal Moment Q ( kN ) T ( kN ) M ( t.m ) 37834 9946 93264 Foundation Bearing Soil Capacity with Horizontal Force without Horizontal force Sliding Stability in 12 in DAV API The second stage OPERATION PERIOD Vertical Horizontal ...
... Horizontal Moment Q ( kN ) T ( kN ) M ( t.m ) 37834 9946 93264 Foundation Bearing Soil Capacity with Horizontal Force without Horizontal force Sliding Stability in 12 in DAV API The second stage OPERATION PERIOD Vertical Horizontal ...
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