Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 59
... ratio of lift forces to FL1 / 10 / F1 / 10 FL1 / 3 / F1 / 3 F / F horizontal forces composite pipeline 0.24-0.72 0.22-0.66 0.15-0.52 0.07-0.29 various lift force ratios do not appear to be related to KC number . 4. The Resultant Forces ...
... ratio of lift forces to FL1 / 10 / F1 / 10 FL1 / 3 / F1 / 3 F / F horizontal forces composite pipeline 0.24-0.72 0.22-0.66 0.15-0.52 0.07-0.29 various lift force ratios do not appear to be related to KC number . 4. The Resultant Forces ...
Page 278
ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX. ENERGY FLUX AMPLITUDE RATIO RESULTS AND DISCUSSION Several cases of wave incidence ...
ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX. ENERGY FLUX AMPLITUDE RATIO RESULTS AND DISCUSSION Several cases of wave incidence ...
Page 279
ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX / FO -0.2 ENERGY FLUX / FO For the same case , Figure. ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO 2.0 1.8 1.6 1.4 1.2 1.0 0.8 0.6 2.0 1.8 2.0 1.8 1.6 1.6 ...
ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX / FO -0.2 ENERGY FLUX / FO For the same case , Figure. ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO 2.0 1.8 1.6 1.4 1.2 1.0 0.8 0.6 2.0 1.8 2.0 1.8 1.6 1.6 ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind