Design of Glass for High, Short Duration Wind Loads
This paper describes a case study for the design of structural glazed IGUs for the New Concert Hall in Reykjavik, Iceland, which is subjected to high local wind loads of approximately 10kN/m2, with a load duration of approximately 0.1s. The paper focuses on how to interpret the current available co...
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| Autores principales: | , |
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| Formato: | article |
| Lenguaje: | EN |
| Publicado: |
Challenging Glass Conference
2010
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| Materias: | |
| Acceso en línea: | https://doaj.org/article/dd77f7cf486347249f268f5328e83878 |
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