## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

Results 1-3 of 54

Page 157

The initial conditions of the free

acceleration at time t0 (t is the new time scale) equal to the displacement and

acceleration at time td (the end of the impulse half cycle). (The values for t and td

for an ...

The initial conditions of the free

**vibration**set the displacement and theacceleration at time t0 (t is the new time scale) equal to the displacement and

acceleration at time td (the end of the impulse half cycle). (The values for t and td

for an ...

Page 242

Several investigators have proposed formulas for the increase in drag due to

vortex-induced

induced transverse

drag ...

Several investigators have proposed formulas for the increase in drag due to

vortex-induced

**vibrations**[Vandiver (1983) ... The resonant amplitudes of vortex-induced transverse

**vibration**of these structures is often 0.5 to 1.0 diameter withdrag ...

Page 253

Sumer, B. M., Fredsoe J., 1989, "Effect of Reynolds Number on

Cylinders," Journal of Offshore and Arctic Engineering, Vol. 111, May 1989, pp.

131-137. Sumer, B. M., Fredsoe, J., 1988, "

Reynolds ...

Sumer, B. M., Fredsoe J., 1989, "Effect of Reynolds Number on

**Vibrations**ofCylinders," Journal of Offshore and Arctic Engineering, Vol. 111, May 1989, pp.

131-137. Sumer, B. M., Fredsoe, J., 1988, "

**Vibrations**of Cylinders at HighReynolds ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

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