Abstract
The Introduction of a surface element in the basic tensegrity. But if enough advances are gained from that intoduction it should be reasonable to make deviations from the original definitions. This paper deals with a project on timber plates in tensegrity structures. It departs from models and calculations on plate structures combined with tension cables forming spatial roof or bridge structures. Structural analysis has been performed using a method for bar frameworks by turning the plate into an equivalent framework. Matters have been looked into are coaction between individual modules and the complete structure, assembling techniques and design of interconnections between modules and construction methods.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of International Symposium of the International Association for Shell and Spatial Structures (IASS) : Theory, Technique Valuation, Maintance : Bucharest, Romania, September 6-9 2005 |
| Editors | Mircea Mihailescu, Calin Mircea |
| Number of pages | 8 |
| Publisher | Editura Mediamira, Cluj-Napoca |
| Publication date | 2005 |
| Pages | 611-618 |
| ISBN (Print) | 973-713-056-1, 973-713-057-x |
| Publication status | Published - 2005 |
| Externally published | Yes |
| Event | International Symposium of the International Association for Shell and Spatial Structures : IASS 2005 - Bukarest, Romania Duration: 6 Sept 2005 → 9 Sept 2005 |
Conference
| Conference | International Symposium of the International Association for Shell and Spatial Structures : IASS 2005 |
|---|---|
| Country/Territory | Romania |
| City | Bukarest |
| Period | 06/09/2005 → 09/09/2005 |
Bibliographical note
Keywords: Tensegrity, Timber Plates, Surface ElementsFingerprint
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