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 cod...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Challenging Glass Conference
2010-05-01
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Series: | Challenging Glass Conference Proceedings |
Subjects: | |
Online Access: | https://proceedings.challengingglass.com/index.php/cgc/article/view/20 |