## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

Results 1-3 of 87

Page 55

Dalian University of Technology Dalian , China 3 . ... A series model test of

composite pipelines in a wave - current coexisting

authors .

**FIELD**. Yu - cheng Li and Ning - chuan Zhang Department of Civil EngineeringDalian University of Technology Dalian , China 3 . ... A series model test of

composite pipelines in a wave - current coexisting

**field**was conducted by theauthors .

Page 65

disturbance potential o as r increases , the potential ois satisfies an ordinary

Sommerfeld condition and is convergent at far

it can be seen that the zeroth order potential satisfies the same boundary value ...

disturbance potential o as r increases , the potential ois satisfies an ordinary

Sommerfeld condition and is convergent at far

**field**. From the above discussion ,it can be seen that the zeroth order potential satisfies the same boundary value ...

Page 265

The wave - current interaction model is based on the assumption that the current

dispersion relation , an equation is derived for the wave number that also

depends ...

The wave - current interaction model is based on the assumption that the current

**field**is slowly varying in comparison with the wave**field**. With the use of thedispersion relation , an equation is derived for the wave number that also

depends ...

### What people are saying - Write a review

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

### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

25 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind