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
... figure 3 ) . Therefore the model test will give higher tension for the same offset . Secondly , it is assumed that the static tensions when the maximum first order dynamic tension occurs in the model tests are equal to the mean tensions ...
... figure 3 ) . Therefore the model test will give higher tension for the same offset . Secondly , it is assumed that the static tensions when the maximum first order dynamic tension occurs in the model tests are equal to the mean tensions ...
Page 143
... Figure 4 that SCF decreases and becomes almost constant as the ratio of axial load to tooth load increases . Figure 5 shows the distribution of nominal stress in the pin and Figure 6 the value of the ratio of axial load to tooth load ...
... Figure 4 that SCF decreases and becomes almost constant as the ratio of axial load to tooth load increases . Figure 5 shows the distribution of nominal stress in the pin and Figure 6 the value of the ratio of axial load to tooth load ...
Page 207
... Figures 2 and 3 show the effect of compressibility on the excess porewater pressure for the case 1A where S。= 0.0 and P = 0.0 , respectively , while Figure 4 considers the combined case where S = 0.5 P. Figures 5 , 6 and 7 record ...
... Figures 2 and 3 show the effect of compressibility on the excess porewater pressure for the case 1A where S。= 0.0 and P = 0.0 , respectively , while Figure 4 considers the combined case where S = 0.5 P. Figures 5 , 6 and 7 record ...
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