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

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Page 273

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The use of

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The use of

**linear**wave absorbers has been proposed as open boundary conditions for non-**linear**free surface problems (Jagannathan, 1985 & 1992). In this paper the ...Page 466

Tafel 0.105 0.205 0.310 0.350 0.230 0.390 0.460 0.430 - - 0.360 0.246 0.180

Sikamenl FF

0.160 ...

**Linear**0.110 0.212 0.320 0.355 0.233 0.394 0.468 0.439 - - 0.353 0.255 0.181Tafel 0.105 0.205 0.310 0.350 0.230 0.390 0.460 0.430 - - 0.360 0.246 0.180

Sikamenl FF

**Linear**0.400 0.410 0.418 0.103 0.328 0.366 0.196 0.250 0.3360.160 ...

Page 136

However, for the base shear the differences are greater for the nonlinear model

and intermediate values of 7 than for the

almost 6 %. For the highest and the lowest values of y, the differences are less ...

However, for the base shear the differences are greater for the nonlinear model

and intermediate values of 7 than for the

**linear**model. For 7 = 3, the difference isalmost 6 %. For the highest and the lowest values of y, the differences are less ...

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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