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 293
... maximum dynamic base shear is substantially out of phase with the applied wave load ; implying inertia dominated response . As for the regular wave response , two important loading times were identified : coinciding with maximum dynamic ...
... maximum dynamic base shear is substantially out of phase with the applied wave load ; implying inertia dominated response . As for the regular wave response , two important loading times were identified : coinciding with maximum dynamic ...
Page 371
... maximum tension stress occurs at a different time instant than maximum bending and total axial stress as before . As can be seen from Table 4 , the maximum total axial stress is primarily due to bending and the contribution from ...
... maximum tension stress occurs at a different time instant than maximum bending and total axial stress as before . As can be seen from Table 4 , the maximum total axial stress is primarily due to bending and the contribution from ...
Page 414
... maximum induced motions were : - Maximum Vertical boom tip displacement : Maximum Vertical boom tip velocity : Maximum Single Amplitude vessel roll : * Maximum Vertical boom tip acceleration : * * Maximum Single Amplitude vessel pitch ...
... maximum induced motions were : - Maximum Vertical boom tip displacement : Maximum Vertical boom tip velocity : Maximum Single Amplitude vessel roll : * Maximum Vertical boom tip acceleration : * * Maximum Single Amplitude vessel pitch ...
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