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 284
... predict dynamic response of the coupled system heave and pitch motions of the ship as well as finite stiffness and ... predicted using the kinematic compatibility equations which can be expressed in terms of motion amplitudes of the ...
... predict dynamic response of the coupled system heave and pitch motions of the ship as well as finite stiffness and ... predicted using the kinematic compatibility equations which can be expressed in terms of motion amplitudes of the ...
Page 483
... predicted critical tension is HCRIT = 3340 N ( 750 lb ) based upon the measured value of the elastic modulus of the ... PREDICTION 7.0 6.0 SLACK CABLE PREDICTION 5.0 4.0 3.0 0.2 0.5 0.8 1.0 2.0 = 5.0 8.0 10.0 .95 .9 .8 .5 0 0 = 0 ° 20 483.
... predicted critical tension is HCRIT = 3340 N ( 750 lb ) based upon the measured value of the elastic modulus of the ... PREDICTION 7.0 6.0 SLACK CABLE PREDICTION 5.0 4.0 3.0 0.2 0.5 0.8 1.0 2.0 = 5.0 8.0 10.0 .95 .9 .8 .5 0 0 = 0 ° 20 483.
Page 542
... predicted measured TYPE OF TEST Deformation Table 2. COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS predicted measured ST2 - FREE ENDS PRESSURE = 210 BAR elongation ( mm ) 35 ...
... predicted measured TYPE OF TEST Deformation Table 2. COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS predicted measured ST2 - FREE ENDS PRESSURE = 210 BAR elongation ( mm ) 35 ...
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