A Large Span Roof made of Cable Stayed Arches
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Bibliografische Angaben
| Autor(en): |
Pier Giorgio Malerba
Paolo Galli Marco Di Domizio Giacomo Comaita |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Veröffentlicht in: | IABSE Congress Chicago 2008 | ||||
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| Seite(n): | 516-517 | ||||
| Anzahl der Seiten (im PDF): | 7 | ||||
| Jahr: | 2008 | ||||
| DOI: | 10.2749/222137908796293406 | ||||
| Abstrakt: |
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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| Stichwörter: |
Bögen
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