Stadia Roofs, the Development of Gravity Stressed Cable Nets
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Détails bibliographiques
| Auteur(s): |
T. Finlay
F. McCormick M. Birchall |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Synergy of Culture and Civil Engineering – History and Challenges, Wrocław, Poland, 7-9 October 2020 | ||||
| Publié dans: | IABSE Symposium Wroclaw 2020 | ||||
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| Page(s): | 340-347 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2020 | ||||
| DOI: | 10.2749/wroclaw.2020.0340 | ||||
| Abstrait: |
In recent years a number of gravity-stressed cable-net stadia roofs have been designed and delivered by the authors in response to design requirements for non-tensile membrane cladding systems. During this period an understanding of the structural behavior of these systems has developed along with a recognition that ‘live’ controlled form-finding can play a key role in collaboration during the design process. This paper will chart the development of gravity-stressed cable-net stadia roofs from the transformation of the London Olympic Stadium, through the delivery of a stadia for the Qatar Football World Cup and Tottenham Hotspur Football Club and on to the development of a parametric, matrix based design tool for form-finding of the system and its use in the development of design solutions for current and future projects. |
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| Mots-clé: |
toile de câbles
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