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 anchor Arctic Engineering axial bending blades buoy buoyancy calculations catenary chain coefficient compliant tower components cost curve damage deck diameter displacement drilling dynamic effect equation equipment fatigue field finite element flexible floating production flow flowlines function Gulf of Mexico hydrodynamic inspection installation KAIMEI Kips line tension linear load mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring line mooring system motion nonlinear North Sea Offshore Mechanics Offshore Platform Offshore Technology Conference operating parameters Penrod 72 performance pile pipe pipe materials pipeline pressure production riser random wave ratio response riser joints RPIT semisubmersible shear shear modulus shear strength shown in Figure soil static stiffness stress structure subsea surface syntactic foam technique tendon tension tether tooth turbine uranium vane vessel water depth wave forces wave power weight wellhead