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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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire