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

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Page 63

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

estimate the hydrodynamic forces acting on ocean structures, the

interaction among an assembly of cylinders fixed in both waves and current is

considered.

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

estimate the hydrodynamic forces acting on ocean structures, the

**problem**ofinteraction among an assembly of cylinders fixed in both waves and current is

considered.

Page 65

The free surface condition satisfied by the zeroth order potential is the same as

that in linear wave

order potential differs from that of zeroth order only in the inhomogeneous terms

on ...

The free surface condition satisfied by the zeroth order potential is the same as

that in linear wave

**problem**without current. The condition satisfied by the firstorder potential differs from that of zeroth order only in the inhomogeneous terms

on ...

Page 67

corresponding lo the terms fu and/, respectively and will be solved separately

due to the linearity of the

seeking a particular solution which satisfies corresponding inhomogeneous free

...

corresponding lo the terms fu and/, respectively and will be solved separately

due to the linearity of the

**problem**. Each of these two**problems**is solved by firstseeking a particular solution which satisfies corresponding inhomogeneous free

...

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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