A Large Span Roof made of Cable Stayed Arches
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Détails bibliographiques
| Auteur(s): |
Pier Giorgio Malerba
Paolo Galli Marco Di Domizio Giacomo Comaita |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Publié dans: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 516-517 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2008 | ||||
| DOI: | 10.2749/222137908796293406 | ||||
| Abstrait: |
A large span roof made of cable stayed arches is presented. If compared to a traditional tied arch, the pre-tensioned cable stayed arch presents: (a) a strong reduction of the bending moments; (b) a general increase of the stiffness; (c) a strong increase of the limit multiplier associated with the eulerian critical load. |
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| Mots-clé: |
arcs
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