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 205
... cylinders . He observed that the vortex shedding patterns from both types of tests were found to be correlated in phase for 8-10 diameters along the cylinder length under resonant and synchronized conditions . Stable vibrations of the ...
... cylinders . He observed that the vortex shedding patterns from both types of tests were found to be correlated in phase for 8-10 diameters along the cylinder length under resonant and synchronized conditions . Stable vibrations of the ...
Page 226
... cylinder at or near the shedding frequencies indicated for a stationary cylinder . Unfortunately , there is very limited data in the literature on non periodic cylinder motions , and therefore the organizing effect of narrow - band and ...
... cylinder at or near the shedding frequencies indicated for a stationary cylinder . Unfortunately , there is very limited data in the literature on non periodic cylinder motions , and therefore the organizing effect of narrow - band and ...
Page 231
... cylinder amplitude from the outside cylinder edge , hydrodynamic force opposes cylinder motion . For low cylinder frequencies before the phase shift , this is consistent with the idea of hydrodynamic added mass . If after the phase ...
... cylinder amplitude from the outside cylinder edge , hydrodynamic force opposes cylinder motion . For low cylinder frequencies before the phase shift , this is consistent with the idea of hydrodynamic added mass . If after the phase ...
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 |
Copyright | |
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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