## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 84

Figure 5 shows wave amplitude magnification factors for two different distance separations and for the same period ( 0.71 sec ) . The lowest magnification factors are found near the column to the rear with respect to the

Figure 5 shows wave amplitude magnification factors for two different distance separations and for the same period ( 0.71 sec ) . The lowest magnification factors are found near the column to the rear with respect to the

**incident**wave .Page 133

Cik The wave - structure interaction problem for the array at the first - order will be solved by assuming that the spacing R between the cylinders is much larger than the

Cik The wave - structure interaction problem for the array at the first - order will be solved by assuming that the spacing R between the cylinders is much larger than the

**incident**wavelength , i.e. k.R >> 1.Page 399

The distotal velocity potential of wave tribution of diffraction coefficients and the maximum

The distotal velocity potential of wave tribution of diffraction coefficients and the maximum

**incident**wave velocity potential bottom velocity are obtained in the presence of large scattered wave velocity potential from jth cylinnumber ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCESI | 1 |

Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |

Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |

Copyright | |

33 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approximately assumed body boundary breaking calculated coefficient columns compared comparison component computed considered corresponding cylinder damping density depend depth derived determined diameter direction distribution domain drag drift force dynamic effects elevation energy Engineering equation estimated evaluated excitation experimental experiments expressed field Figure floating flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass mean measured Mechanics method motion obtained Ocean Offshore oscillation panels parameters period phase potential predicted present pressure problem range ratio region regular waves relative Research respectively response second order shear ship shown shows significant simulation solution spectra spectrum structure surface Table theory values velocity vertical wave drift wave forces wave height wind