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: T. Henriksen, S. O. Hansen
Formato: article
Lenguaje:EN
Publicado: Challenging Glass Conference 2010
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Acceso en línea:https://doaj.org/article/dd77f7cf486347249f268f5328e83878
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