Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 446
... solutions ( Scorpio et al . 1996 ) , the computational time is still too large for practical industry applications . To address the need of the industry , several other time - domain solution methods have been suggested which avoids the ...
... solutions ( Scorpio et al . 1996 ) , the computational time is still too large for practical industry applications . To address the need of the industry , several other time - domain solution methods have been suggested which avoids the ...
Page 656
... Solution Without Inertial term : ( λ = λ3 = k ) For a special case , the soil response without inertial forces , i.e. , the second term on the right - hand - side of ( 3 ) and ( 4 ) are ig- nored . The related coefficients can be ...
... Solution Without Inertial term : ( λ = λ3 = k ) For a special case , the soil response without inertial forces , i.e. , the second term on the right - hand - side of ( 3 ) and ( 4 ) are ig- nored . The related coefficients can be ...
Page 657
Based on the general solution presented above , a special case of a fully saturated seabed is examined first . Then , the effects of inertial forces and relative difference between the present solu- tion and the conventional solution ...
Based on the general solution presented above , a special case of a fully saturated seabed is examined first . Then , the effects of inertial forces and relative difference between the present solu- tion and the conventional solution ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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added mass amplitude analysis applied ASME axial bending boundary conditions buoy buoyancy cable calculated Campos Basin catenary components computed Conference on Offshore configuration connector Copyright cylinder damping diameter direction discrete disk displacement distribution domain drag coefficient droplets dynamic effect equation experimental Fall angle fatigue floating flow fluid force coefficient FPSO free surface free surface effects function height horizontal hydrodynamic in-line length lift force linear load Marine maximum Mechanics and Arctic method model tests module mooring line mooring system node nonlinear obtained Offshore Mechanics oscillation parameters PETROBRAS pile platform plow polyester prediction pressure reefs relative motion response Reynolds number riser ship simulation solution spectrum spheres spray cloud spray density static stiffness surge syntactic foam Table tension tether transfer function turret umbilical cable values velocity velocity potential vertical vessel water depth wave drift wave forces wave frequency wave heading