## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

### From inside the book

Results 1-3 of 50

Page 19

5Hw ) as follows : In the formulation of total horizontal

) the effect of interaction between the ...

dynamic motion response amplitude values and the response spectra due to

sway ...

5Hw ) as follows : In the formulation of total horizontal

**drift**forces given in Eq . ( 6) the effect of interaction between the ...

**drift**forces can be obtained by Thedynamic motion response amplitude values and the response spectra due to

sway ...

Page 176

made both with and without considering finite - amplitude motion : show that the

fast - varying sway motions due to first - order ze forces are the same for both

simulations ; while slow

amplitude ...

made both with and without considering finite - amplitude motion : show that the

fast - varying sway motions due to first - order ze forces are the same for both

simulations ; while slow

**drift**oscila large - amplitude motions when finite -amplitude ...

Page 179

The dynamic response is non - stationary when vave generation begins , but it

soon tends towards stationary slow Irift oscillations due to wave

The Fourier spectrum of he swaying motion , shown in Fig . 9 , appears to show

that ...

The dynamic response is non - stationary when vave generation begins , but it

soon tends towards stationary slow Irift oscillations due to wave

**drift**damping .The Fourier spectrum of he swaying motion , shown in Fig . 9 , appears to show

that ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

16 other sections not shown

### Other editions - View all

### Common terms and phrases

acceleration amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed condition considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident increase integral interaction irregular waves joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameter peak period pile platform potential predicted presented probability problem random range ratio relative represents Research respectively response runup ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind