## 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 89

Page 141

2nd order slowly varying motions are considered , even small forces on the

underwater line structures become significant in comparison with the 2nd order

wave exciting forces on the floating

interaction ...

2nd order slowly varying motions are considered , even small forces on the

underwater line structures become significant in comparison with the 2nd order

wave exciting forces on the floating

**body**. Clauss ( 1992 ) et al . solved theinteraction ...

Page 177

We assume that

thus the equation of motion can be ... vhere Mij and Kij are mass and stiffness

matrices , respectively , and is denotes the instantaneous wetted surface of the

We assume that

**body**motion is restricted to the swaying and leaving modes ;thus the equation of motion can be ... vhere Mij and Kij are mass and stiffness

matrices , respectively , and is denotes the instantaneous wetted surface of the

**body**.Page 325

the diffraction potential 07 , which expresses the disturbance of the incident wave

on the fixed

motions ( velocity ġ = ( $ 1 , 32 , . . . 56 ) * ; local potential functions due to

the diffraction potential 07 , which expresses the disturbance of the incident wave

on the fixed

**body**, and the six radiation potentials di = 3161 related to the**body**motions ( velocity ġ = ( $ 1 , 32 , . . . 56 ) * ; local potential functions due to

**body**...### 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