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

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Page 128

these figures show that both the mean value and standard deviation of the surge

and heave motion are functions of the

tether mass, tether damping, and tether curvature are ignored. The effect of water

...

these figures show that both the mean value and standard deviation of the surge

and heave motion are functions of the

**water depth**. In conventional method, thetether mass, tether damping, and tether curvature are ignored. The effect of water

...

Page 278

The wave period has been non-dimensionalized as: h where h =

acceleration due to gravity T = wave period Two kinds of wave absorbers have

been analyzed, namely: the piston (or bulkhead) type and the hinged (or flapper)

...

The wave period has been non-dimensionalized as: h where h =

**water depth**g =acceleration due to gravity T = wave period Two kinds of wave absorbers have

been analyzed, namely: the piston (or bulkhead) type and the hinged (or flapper)

...

Page 345

Diameter (mm) 90.0 85.0 80.0 75.0 65.0 60.0

DIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touchdown point

position (m) 2000.0 1600.0 1200.0 800.0 400.0 0.0 0 200 400 600 800 1000 ...

Diameter (mm) 90.0 85.0 80.0 75.0 65.0 60.0

**Water Depth**(m) FIG. 12: OPTIMUMDIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touchdown point

position (m) 2000.0 1600.0 1200.0 800.0 400.0 0.0 0 200 400 600 800 1000 ...

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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