Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 157
Response after the Initial Half-Cycle Impulse in Quickwave Once the impulse
load half cycle is completed the acceleration is derived for a damped free
vibration. The initial conditions of the free vibration set the displacement and the ...
Response after the Initial Half-Cycle Impulse in Quickwave Once the impulse
load half cycle is completed the acceleration is derived for a damped free
vibration. The initial conditions of the free vibration set the displacement and the ...
Page 242
Several investigators have proposed formulas for the increase in drag due to
vortex-induced vibrations [Vandiver (1983), Skop et. al. (1977), Sarpkaya (1977)].
Most of these expressions are valid for the lock-in (resonance) case. At
resonance ...
Several investigators have proposed formulas for the increase in drag due to
vortex-induced vibrations [Vandiver (1983), Skop et. al. (1977), Sarpkaya (1977)].
Most of these expressions are valid for the lock-in (resonance) case. At
resonance ...
Page 253
Sumer, B. M., Fredsoe J., 1989, "Effect of Reynolds Number on Vibrations of
Cylinders," Journal of Offshore and Arctic Engineering, Vol. 111, May 1989, pp.
131-137. Sumer, B. M., Fredsoe, J., 1988, "Vibrations of Cylinders at High
Reynolds ...
Sumer, B. M., Fredsoe J., 1989, "Effect of Reynolds Number on Vibrations of
Cylinders," Journal of Offshore and Arctic Engineering, Vol. 111, May 1989, pp.
131-137. Sumer, B. M., Fredsoe, J., 1988, "Vibrations of Cylinders at High
Reynolds ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind