Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 72
... pipe - in - pipe riser system to an approximate geometrical scale of 1/3 [ 2 ] . The bottom of the outer 6 in pipe was rigidly fixed at the base and with the top allowed to move freely , forming a vertical cantilever . Two different ...
... pipe - in - pipe riser system to an approximate geometrical scale of 1/3 [ 2 ] . The bottom of the outer 6 in pipe was rigidly fixed at the base and with the top allowed to move freely , forming a vertical cantilever . Two different ...
Page 74
... pipe ( 18.0m ) as the picture shown in Figure 7 . 10.80m covered by damping mechanism An important point can be ... PIPE TEST RESULTS Table 1 shows the results of natural frequencies and damping coefficients estimated along the test ...
... pipe ( 18.0m ) as the picture shown in Figure 7 . 10.80m covered by damping mechanism An important point can be ... PIPE TEST RESULTS Table 1 shows the results of natural frequencies and damping coefficients estimated along the test ...
Page 75
Table 2 - Natural frequencies for pipe - in - pipe riser tested . 1st Modal - Natural Frequency ( Hz ) Pipe - in - pipe Figure 5 and 6 , and for pipe - in - pipe 50kN compression in Figure 7 and 8 , respectively . Stages 50kN ...
Table 2 - Natural frequencies for pipe - in - pipe riser tested . 1st Modal - Natural Frequency ( Hz ) Pipe - in - pipe Figure 5 and 6 , and for pipe - in - pipe 50kN compression in Figure 7 and 8 , respectively . Stages 50kN ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine