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 60
... motion amplitude for Fn = 0.1 in head waves while pitch motion amplitude shown in Fig . 11 . These motions results are compared with the experimental results of Zhou ( 1996 ) and numerical calculation carried out by Journee ( 2001 ) ...
... motion amplitude for Fn = 0.1 in head waves while pitch motion amplitude shown in Fig . 11 . These motions results are compared with the experimental results of Zhou ( 1996 ) and numerical calculation carried out by Journee ( 2001 ) ...
Page 380
... motion RAO of heave motion ( Barge ) of SSCV at ẞ = 180 ° with hydrodynamic coupling . = 180 ° with hydrodynamic coupling , B = 0 without hydrodynamic coupling . B = 0 2.0 --- heave - pitch 10.0 2.0 1.0 5.0 1.5 1.0 0.5 RAO of vertical ...
... motion RAO of heave motion ( Barge ) of SSCV at ẞ = 180 ° with hydrodynamic coupling . = 180 ° with hydrodynamic coupling , B = 0 without hydrodynamic coupling . B = 0 2.0 --- heave - pitch 10.0 2.0 1.0 5.0 1.5 1.0 0.5 RAO of vertical ...
Page 428
... motion on the transverse direction . Figures 8 and 9 present riser motion time series in the transverse direction obtained through simulation that illustrates the large amplitude of motion on the buoy and its influence on the rigid riser's ...
... motion on the transverse direction . Figures 8 and 9 present riser motion time series in the transverse direction obtained through simulation that illustrates the large amplitude of motion on the buoy and its influence on the rigid riser's ...
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