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
Materias:	glass short duration loads wind loads bomb blast Clay industries. Ceramics. Glass TP785-869
Acceso en línea:	https://doaj.org/article/dd77f7cf486347249f268f5328e83878
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id	oai:doaj.org-article:dd77f7cf486347249f268f5328e83878
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spelling	oai:doaj.org-article:dd77f7cf486347249f268f5328e838782021-12-04T05:12:57ZDesign of Glass for High, Short Duration Wind Loads10.7480/cgc.2.23622589-8019https://doaj.org/article/dd77f7cf486347249f268f5328e838782010-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/20https://doaj.org/toc/2589-8019 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 codes and research to obtain a glass thickness with adequate resistance for the high short duration loads. The paper also focuses on the wind loads to be applied when calculating the fixing system, the structural silicone, the embedded aluminium profiles and the toggles which fix the glass to the aluminium mullions. For short duration wind loads, then currently available codes and guidelines only provide the equivalent glass stress for a 3s load duration, equivalent to a kmod = 1. The paper explains how wind load from wind tunnel tests should be used when sizing glass, and concludes how the IGUs for the Reykjavik New Concert Hall were sized. T. HenriksenS. O. HansenChallenging Glass Conferencearticleglassshort duration loadswind loadsbomb blastClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 2, Iss 1 (2010)
institution	DOAJ
collection	DOAJ
language	EN
topic	glass short duration loads wind loads bomb blast Clay industries. Ceramics. Glass TP785-869
spellingShingle	glass short duration loads wind loads bomb blast Clay industries. Ceramics. Glass TP785-869 T. Henriksen S. O. Hansen Design of Glass for High, Short Duration Wind Loads
description	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 codes and research to obtain a glass thickness with adequate resistance for the high short duration loads. The paper also focuses on the wind loads to be applied when calculating the fixing system, the structural silicone, the embedded aluminium profiles and the toggles which fix the glass to the aluminium mullions. For short duration wind loads, then currently available codes and guidelines only provide the equivalent glass stress for a 3s load duration, equivalent to a kmod = 1. The paper explains how wind load from wind tunnel tests should be used when sizing glass, and concludes how the IGUs for the Reykjavik New Concert Hall were sized.
format	article
author	T. Henriksen S. O. Hansen
author_facet	T. Henriksen S. O. Hansen
author_sort	T. Henriksen
title	Design of Glass for High, Short Duration Wind Loads
title_short	Design of Glass for High, Short Duration Wind Loads
title_full	Design of Glass for High, Short Duration Wind Loads
title_fullStr	Design of Glass for High, Short Duration Wind Loads
title_full_unstemmed	Design of Glass for High, Short Duration Wind Loads
title_sort	design of glass for high, short duration wind loads
publisher	Challenging Glass Conference
publishDate	2010
url	https://doaj.org/article/dd77f7cf486347249f268f5328e83878
work_keys_str_mv	AT thenriksen designofglassforhighshortdurationwindloads AT sohansen designofglassforhighshortdurationwindloads
_version_	1718372882705285120

Design of Glass for High, Short Duration Wind Loads

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