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 53
For the higher pretention the results from the model test are somewhat larger than for the calculations . This might be caused by the fact that the static line tension is higher than mean tension from the test . Firstly , the total ...
For the higher pretention the results from the model test are somewhat larger than for the calculations . This might be caused by the fact that the static line tension is higher than mean tension from the test . Firstly , the total ...
Page 152
... higher weight in water is compensated by the smaller shroud contents . Less steel mass is required compared to tubulars because steel strand has a higher allowable stress and there are negligable stress contributions from bending and ...
... higher weight in water is compensated by the smaller shroud contents . Less steel mass is required compared to tubulars because steel strand has a higher allowable stress and there are negligable stress contributions from bending and ...
Page 395
... higher mean ( assembly ) stresses present in the HC design , an adequate fatigue life would not be achieved . A decision was made to perform a 2 - D axisymmetric FEA of each of the HC connectors . This more accurate analysis ...
... higher mean ( assembly ) stresses present in the HC design , an adequate fatigue life would not be achieved . A decision was made to perform a 2 - D axisymmetric FEA of each of the HC connectors . This more accurate analysis ...
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