Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 54
... wave , i.e. Airy wave theory and Stokes ' 5th order theory . In this study , the effects of wave height , wave period and wave velocity on the response of the braced caisson were obtained . The range of each parameter considered in this ...
... wave , i.e. Airy wave theory and Stokes ' 5th order theory . In this study , the effects of wave height , wave period and wave velocity on the response of the braced caisson were obtained . The range of each parameter considered in this ...
Page 55
... wave heights as shown in Figs . 16-18 . It can be seen that decreasing wave height leads to decrease in amplitude of vibration within the high frequency range and increase in amplitude within the low frequency range . CONCLUSION The ...
... wave heights as shown in Figs . 16-18 . It can be seen that decreasing wave height leads to decrease in amplitude of vibration within the high frequency range and increase in amplitude within the low frequency range . CONCLUSION The ...
Page 58
... Wave Velocity = 1.2 m / s2 -Wave Velocity = 1.0 m / s2 -Wave Velocity = 0.8 m / s2 | Figure 9 Dynamic response of braced caisson ( wave height 16.4 m ) subjected to Stokes ' 5th order wave under different wave velocity Displacement ( m ) ...
... Wave Velocity = 1.2 m / s2 -Wave Velocity = 1.0 m / s2 -Wave Velocity = 0.8 m / s2 | Figure 9 Dynamic response of braced caisson ( wave height 16.4 m ) subjected to Stokes ' 5th order wave under different wave velocity Displacement ( m ) ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force