## 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

The results of linear wave theory are thus

The results of linear wave theory are thus

**assumed**applicable , with the velocity and acceleration spectra related to the wave spectrum by : where F. Kw2 / ( 2KD ) and wo is the mean zero upcrossing frequency of water surface elevation ...Page 141

In this paper ,

In this paper ,

**assuming**that the drag coefficient cd itself is not affected by waves and that the ' wave drift damping ' d is ... The reason why cd is**assumed**to be the same value in waves as one in still water is that otherwise it is ...Page 357

For this analysis a plane strain condition of the cross section is

For this analysis a plane strain condition of the cross section is

**assumed**. This**assumption**is equivalent to**assuming**that no change in vertical strain occurs in the soil surrounding the pile . In this study it is**assumed**that the soil ...### 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 |

OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |

Copyright | |

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### Common terms and phrases

acting added amplitude analysis applied approximately assumed body boundary breaker breaking calculated coefficients columns compared comparison component computations considered corresponding cylinder damping density dependence depth derived determined diameter direction distribution domain drag drift force dynamic effects elevation Engineering equation error 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 maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation panels parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative respectively response shear shown shows simulation solution spectra spectrum structure surface Table tests theory values velocity vertical vortex wave drift wave forces wave height