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 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 72169 Foundation Bearing Soil Capacity with Horizontal Force without Horizontal force 3pud - pile The second stage OPERATION PERIOD Vertical Horizontal Moment Vertical ...
... Horizontal Moment Q ( KN ) T ( KN ) M ( t.m ) | 37834 9946 93264 72169 Foundation Bearing Soil Capacity with Horizontal Force without Horizontal force 3pud - pile The second stage OPERATION PERIOD Vertical Horizontal Moment Vertical ...
Page 324
... Horizontal Moment Calculated load beneath basement 37834 9946 93264 Vertical Horizontal Moment Vertical Horizontal Moment Q ( kN ) T ( KN ) M ( t.m ) Q ( kN ) T ( kN ) M ( t.m ) Q ( kN ) T ( kN ) | M ( kN . m ) 66922 26334361763 72169 ...
... Horizontal Moment Calculated load beneath basement 37834 9946 93264 Vertical Horizontal Moment Vertical Horizontal Moment Q ( kN ) T ( KN ) M ( t.m ) Q ( kN ) T ( kN ) M ( t.m ) Q ( kN ) T ( kN ) | M ( kN . m ) 66922 26334361763 72169 ...
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 buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear 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 Fig 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