## 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 147

ABSTRACT Św : wave height of regular wave group pidensity of water w : circular

ABSTRACT Św : wave height of regular wave group pidensity of water w : circular

**frequency**of wave motion wm : mean value of circular**frequencies**wi and w2 wo : natural**frequency**due to mooring spring W 1 , w2 : component circular ...Page 314

AW = 1.00 rad / sec 50The second order low

AW = 1.00 rad / sec 50The second order low

**frequency**motion of surge in unidirectional bichromatic waves is shown in Figure 8. The difference of the**frequencies**of two component waves is 1.0 rad / sec , and the horizontal axis Wc is the ...Page 409

Of practical interest is the behaviour of added mass and damping coefficient in the area of the high earthquake

Of practical interest is the behaviour of added mass and damping coefficient in the area of the high earthquake

**frequencies**concidered here , for which the boundary condition of the Eq . ( 6 ) is valid .### 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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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