## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 45

Page 313

The wind tunnel data for Lift and

The wind tunnel data for Lift and

**Drag**coefficients are used to generate polynominals describing the self - excited wind forces . This paper treats the problem as one degree of - freedom in acrosswind direction , assuming that along ...Page 373

The unit basis vectors of the local coordinate system are given by then the normal and tangential components of Ve are used to determine distributed

The unit basis vectors of the local coordinate system are given by then the normal and tangential components of Ve are used to determine distributed

**drag**forces based on the ( constant )**drag**coefficients CDn and CDt .Page 385

The results show very significant interaction depending on motion amplitude and spacing between the elements . a NOMENCLATURE When doing numerical analysis of the hydrodynamic loads and motions of flexible risers the choice of

The results show very significant interaction depending on motion amplitude and spacing between the elements . a NOMENCLATURE When doing numerical analysis of the hydrodynamic loads and motions of flexible risers the choice of

**drag**and ...### What people are saying - Write a review

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

### Contents

COMPLIANT STRUCTURES | 313 |

Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |

RISERSMOORINGSCABLES | 345 |

Copyright | |

21 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach array axial barge beam bending buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damping defined depth determined developed direction displacement distribution drag dynamic effects element Engineering equation estimated extreme factor fatigue Figure flexible riser flow force frequency function geometry given height important increase interaction length linear load marine mass matrix maximum mean measured method mode mooring motion natural Non-dim nonlinear normal obtained offshore operation parameters performed period phase pile platform position Potential predicted present problem production programs ratio REFERENCES relative represents respectively response riser rotating seas selection ship shown shows simulation soil solution static stiffness strain stress structure surface Table tension tests values vector vertical vessel wave wind