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 28
... numerical result are also good agreement with experimental ones and the numerical results of the pressure obtained by equation ( 11 ) are agreed with the experimental ones rather quantitatively as shown in Figs . 5 to 10 at different ...
... numerical result are also good agreement with experimental ones and the numerical results of the pressure obtained by equation ( 11 ) are agreed with the experimental ones rather quantitatively as shown in Figs . 5 to 10 at different ...
Page 426
... Numerical Experimental ( NMRI ) Figure 2 - Maximum amplitudes for in - line and transverse direction for the only forced oscillation case . Rigid Vertical Riser Numerical Experimental Length [ m ] 2700.0 27.0 External Diameter [ m ] ...
... Numerical Experimental ( NMRI ) Figure 2 - Maximum amplitudes for in - line and transverse direction for the only forced oscillation case . Rigid Vertical Riser Numerical Experimental Length [ m ] 2700.0 27.0 External Diameter [ m ] ...
Page 532
... numerical results for the dynamic behavior of the system is it crucial that the static properties are properly modeled . Consequently , effort was made to accurately reproduce the physical static excursion tests by use of the numerical ...
... numerical results for the dynamic behavior of the system is it crucial that the static properties are properly modeled . Consequently , effort was made to accurately reproduce the physical static excursion tests by use of the numerical ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine