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 2
... considered as a floating one . The same numerical wave tank is also used in the present study and the body is considered as a rigid floating structure . Only the vertical motion of the floating body is taken into account in this ...
... considered as a floating one . The same numerical wave tank is also used in the present study and the body is considered as a rigid floating structure . Only the vertical motion of the floating body is taken into account in this ...
Page 250
... considered damage for what seismic loads are concerned . For the other two acceleration time histories , as it could be forecast from the results referred to the intact structure , the platform cannot bear either the SLE or the RIE ...
... considered damage for what seismic loads are concerned . For the other two acceleration time histories , as it could be forecast from the results referred to the intact structure , the platform cannot bear either the SLE or the RIE ...
Page 274
... considered in determining the added mass matrix , M , the hydrodynamic damping matrix , C , and the vector of wave exciting forces , Fw Given the above assumptions , the complex equations of motion in the frequency domain can be written ...
... considered in determining the added mass matrix , M , the hydrodynamic damping matrix , C , and the vector of wave exciting forces , Fw Given the above assumptions , the complex equations of motion in the frequency domain can be written ...
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