Abstract
Numerical methods can optimize the pile design. The aim of this study is to automatically design optimal piles for offshore wind turbine jacket foundations (Figure 1). Pile mass is minimized with constraints on axial and lateral capacity. Results indicate that accurate knowledge about soil characteristics can translate into significant cost reductions.
| Original language | English |
|---|---|
| Publication date | 2016 |
| Number of pages | 1 |
| Publication status | Published - 2016 |
| Event | 12th EAWE PhD Seminar - DTU, Lyngby, Denmark Duration: 25 May 2016 → 27 May 2016 Conference number: 12 |
Seminar
| Seminar | 12th EAWE PhD Seminar |
|---|---|
| Number | 12 |
| Location | DTU |
| Country/Territory | Denmark |
| City | Lyngby |
| Period | 25/05/2016 → 27/05/2016 |