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
... effect of steady current velocity on the natural frequency of the braced caisson , the analysis was carried out at S.W.L. The results show that steady current velocity have no effect of the natural frequency of the caisson . Dynamic ...
... effect of steady current velocity on the natural frequency of the braced caisson , the analysis was carried out at S.W.L. The results show that steady current velocity have no effect of the natural frequency of the caisson . Dynamic ...
Page 111
... Effect of surcharge on sand heave formation 10 consistent with the increment in the level of surcharge used , where heave observed in the test with 1 N surcharge is about midway between the heave values from self - weight alone and with ...
... Effect of surcharge on sand heave formation 10 consistent with the increment in the level of surcharge used , where heave observed in the test with 1 N surcharge is about midway between the heave values from self - weight alone and with ...
Page 497
... effect will have an opposite effect on the load and damping , somewhat compensating their individual effects . While this counter - effect cannot be quantified , the difference between the regimes appears to be much reduced due to these ...
... effect will have an opposite effect on the load and damping , somewhat compensating their individual effects . While this counter - effect cannot be quantified , the difference between the regimes appears to be much reduced due to these ...
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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