## 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 48

THEORETICAL FORMULATION where 2 . 1 The Morison Equation The

horizontal force per unit length acting on a vertical slender structural member of

diameter , D , is

1 ) ...

THEORETICAL FORMULATION where 2 . 1 The Morison Equation The

horizontal force per unit length acting on a vertical slender structural member of

diameter , D , is

**assumed**to be given by the Morison equation : F = koulul + Kya (1 ) ...

Page 141

In this paper ,

and that the ' wave drift damping ' d is a ... The reason why cd is

the same value in waves as one in still water is that otherwise it is impossible to ...

In this paper ,

**assuming**that the drag coefficient cd itself is not affected by wavesand that the ' wave drift damping ' d is a ... The reason why cd is

**assumed**to bethe same value in waves as one in still water is that otherwise it is impossible to ...

Page 357

This

occurs in the soil surrounding the pile . In this study it is

adjacent to the pile is in firm contact with the pile surface and that slip does not

occur ...

This

**assumption**is equivalent to**assuming**that no change in vertical strainoccurs in the soil surrounding the pile . In this study it is

**assumed**that the soiladjacent to the pile is in firm contact with the pile surface and that slip does not

occur ...

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### Contents

HYDRODYNAMIC FORCES | 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 | |

21 other sections not shown

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### Common terms and phrases

added amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison components computed considered corresponding cylinder damping density dependent depth determined diameter direction displacement distribution drag drift force dynamic effects element elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid frequency function given horizontal hydrodynamic increase integral irregular length linear load mass maximum mean measured Mechanics method motion nonlinear obtained Ocean Offshore oscillation parameters period phase platform potential predicted present pressure problem range ratio region regular waves relative Research respectively response shear ship shown shows simulation solution spectra spectrum speed stress structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind