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 Velocity 1.4 m / s2 -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 ...
... Wave Velocity 1.4 m / s2 -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 ...
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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Common terms and phrases
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