The paper concerns the design of a new sport arena and in particular of a aluminium roof structure for the Mandela Forum, which is the major sports arena of Florence. The project key-element is the aluminium geodesic dome, chosen in order to set up a covering with optimal and functional structure and shape. The key topic discussed in the paper concerns the geometrical issue of the structural optimization, in fact comparing several types of iron framework domes, the geodesic one seemed to be the best choice, as proved through mathematical and computational models. The numerical analyses showed that the geodesic framework is stiffer than other configurations, moreover it minimizes the material used: indeed the overall beam length is optimized. Furthermore, due to the framework regularity, the stress state is almost uniform in the whole structure beams.

Geodetic domes for great-span structures: Mandela Forum Project proposal in Florence / G. Armeni; C. Borri; P. De Bartolomeis; V. Di Naso; M. Orlando. - ELETTRONICO. - (2010), pp. 1-7. (Intervento presentato al convegno 34th IABSE International Symposium on Bridge and Structural Engineering tenutosi a Venezia nel 22-24 Settembre 2010).

Geodetic domes for great-span structures: Mandela Forum Project proposal in Florence

BORRI, CLAUDIO;DE BARTOLOMEIS, PAOLO;DI NASO, VINCENZO;ORLANDO, MAURIZIO
2010

Abstract

The paper concerns the design of a new sport arena and in particular of a aluminium roof structure for the Mandela Forum, which is the major sports arena of Florence. The project key-element is the aluminium geodesic dome, chosen in order to set up a covering with optimal and functional structure and shape. The key topic discussed in the paper concerns the geometrical issue of the structural optimization, in fact comparing several types of iron framework domes, the geodesic one seemed to be the best choice, as proved through mathematical and computational models. The numerical analyses showed that the geodesic framework is stiffer than other configurations, moreover it minimizes the material used: indeed the overall beam length is optimized. Furthermore, due to the framework regularity, the stress state is almost uniform in the whole structure beams.
2010
Iabse Symposium Venice 2010: Large Structures and infrastructures for environmentally constrained and urbanised areas: 34th International Symposium on Bridge and Structural Engineering / International Association for Bridge and Structural Engineering (IABSE)
34th IABSE International Symposium on Bridge and Structural Engineering
Venezia
22-24 Settembre 2010
G. Armeni; C. Borri; P. De Bartolomeis; V. Di Naso; M. Orlando
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/398419
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