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

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Page 73

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT A

complete second-order solution is

the action of bichromatic, bi-directional waves on an array of bottom-mounted, ...

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT A

complete second-order solution is

**presented**for the hydrodynamic forces due tothe action of bichromatic, bi-directional waves on an array of bottom-mounted, ...

Page 83

To aid designers of coastal structures and mooring systems, a series of charts is

function of wave period, with water depth and distance to the wall as parameters.

To aid designers of coastal structures and mooring systems, a series of charts is

**presented**showing the wave-exciting force on a barge-like cross section as afunction of wave period, with water depth and distance to the wall as parameters.

Page 328

A direct fit to the measured phase could yield a better constant frequency

representation that would ignore the fluctuations in (such results will not be

the ...

A direct fit to the measured phase could yield a better constant frequency

representation that would ignore the fluctuations in (such results will not be

**presented**here). Note that the quasi-steady form will allow a direct assessment ofthe ...

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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