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 58
... Wave Height 16.4 m Wave Height = 8.2 m Wave Height = 6.56 m → Wave Height = 3.28 m Dynamic response of braced caisson subjected to Stokes ' 5th order wave under different wave height 0.5 0.4 0.3 0.2 Figure 8 Mode shape of vibration for ...
... Wave Height 16.4 m Wave Height = 8.2 m Wave Height = 6.56 m → Wave Height = 3.28 m Dynamic response of braced caisson subjected to Stokes ' 5th order wave under different wave height 0.5 0.4 0.3 0.2 Figure 8 Mode shape of vibration for ...
Page 87
... wave - current field or due to wave - free current field and F , describes the load due to current - free wave field . The above results are summarized in Table 3. A plus sign or a minus sign in the bracket after the percentage value ...
... wave - current field or due to wave - free current field and F , describes the load due to current - free wave field . The above results are summarized in Table 3. A plus sign or a minus sign in the bracket after the percentage value ...
Page 285
of wave heights and wave periods considered ( SB26 to SB31 ) , the identified parameters are practically constant . A summary of the averaged values of the system parameters for regular wave excitations is shown in the second column ...
of wave heights and wave periods considered ( SB26 to SB31 ) , the identified parameters are practically constant . A summary of the averaged values of the system parameters for regular wave excitations is shown in the second column ...
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2DOF amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient computed Conference on Offshore configuration contour line convergence Copyright curve damping deck density diameter displacement distribution drag coefficient dynamic effects equation excitation experimental extrapolation Figure flow fluid force FPSO free surface frequency domain Guide Load heave hot spot stress hull hydrodynamic installation jacket kips lift coefficient linear load transfer located longitudinal maximum measured Mechanics and Arctic mesh refinement method mode model test moon pool mooring lines mooring system motion noise nonlinear obtained Offshore Mechanics operation parameters peak Petrobras pipe platform polyester polyester rope Predicted pressure random waves ratio response Reynolds number riser roll S-N curve seastates shear soil spectral spudcan steel stiffness structure Table tension transverse upstream cylinder velocity velocity potential vertical vessel vibration vortex water depth wave height Weibull distribution weld