General Information
Project Type
| Structure: |
original configuration: Horizontal cantilever structure |
|---|---|
| Function / usage: |
Stadium / Arena |
| Material: |
roof: Steel structure grand stands: Reinforced concrete structure |
Location
| Location: |
Rome, Roma, Lazio, Italy |
|---|---|
| Address: | Viale dei Gladiatori |
| Part of: | |
| Supports: |
Roof of the Rome Olympic Stadium (1990)
|
| Coordinates: | 41° 56' 2" N 12° 27' 17" E |
Technical Information
Dimensions
| seats | 72 698 | |
| playing field | width | 68 m |
| length | 105 m |
Materials
| building structure |
reinforced concrete
|
|---|
Notes
The original cantilever roof has been replaced by a membrane structure to cover the entire stadium.
Participants
Initial construction
Design
- Carlo Roccatelli (designer)
Architecture
- Annibale Vitellozzi (architect)
Roof construction (1990)
Architecture
- Annibale Vitellozzi (architect)
Cables
Relevant Web Sites
Relevant Publications
- (1991): Die Dachkonstruktion des Olympiastadions in Rom. In: Stahlbau, v. 60, n. 12 (December 1991), pp. 359-360.
- (1990): Olympic '90 - Stadium Rome (Italy). In: IABSE Structures, v. 14 ( 1990).
- (2011): Structural Maintenance of the Tension Structure Roof - Rome Olympic Stadium. Presented at: 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011.
- (2005): Structural response of large stadium roofs due to dynamic wind actions. In: Stahlbau, v. 74, n. 3 (March 2005), pp. 197-206.
- (1992): Wind response of a large tensile structure: The new roof of the olimpic stadium in Rome. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 42, n. 1-3 (October 1992), pp. 1435-1446.
- About this
data sheet - Structure-ID
20009645 - Published on:
19/07/2003 - Last updated on:
14/06/2021