Abstract
The ability to predict accurately the response motions of slender or complaint structures in a wave environment is very important to offshore engineers. This paper presents wave-induced in-line and transverse root-mean-square (r.m.s) harmonic force coefficients obtained experimentally from a small diameter flexibly mounted vertical cylinder.
| Original language | English |
|---|---|
| Pages (from-to) | 191-198 |
| Number of pages | 0 |
| Journal | Proceedings of the International Offshore Mechanics and Arctic Engineering Symposium |
| Volume | 2 |
| Issue number | 0 |
| Publication status | Published - 1 Dec 1989 |