Abstract
Plate tensegrity structures combine tension cables with a cross laminated timber plate and can then form e.g. a roof structure. The topology of plate tensegrity structures is investigated through a parametric investigation. Plate tensegrity structures are investigated, and a method for determination of the structures pre-stresses is used. A parametric investigation is performed to determine a more optimized form of the plate based tensegrity structure. Conclusions of the use of plate based tensegrity in civil engineering and further research areas are discussed.
| Originalsprog | Engelsk |
|---|---|
| Titel | Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 : Beyond the Limits of Man |
| Redaktører | Jan B. Obrębski, Romuald Tarczewski |
| Antal sider | 10 |
| Forlag | Wroclaw University of Technology |
| Publikationsdato | 2013 |
| ISBN (Trykt) | 978-83-7493-787-0 |
| Status | Udgivet - 2013 |
| Begivenhed | International Association for Shell and Spatial Structures Symposium: Beyond the Limit of Man - Wroclaw, Polen Varighed: 23 sep. 2013 → 27 sep. 2013 Konferencens nummer: 2013 http://iass2013.pwr.wroc.pl/ |
Konference
| Konference | International Association for Shell and Spatial Structures Symposium |
|---|---|
| Nummer | 2013 |
| Land/Område | Polen |
| By | Wroclaw |
| Periode | 23/09/2013 → 27/09/2013 |
| Internetadresse |
Emneord
- Plate tensegrity
- pre-stressing
- Lightweight structures
- Force method
- FE modelling