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...

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Bibliographic Details
Main Authors: T. Henriksen, S. O. Hansen
Format: Article
Language:English
Published: Challenging Glass Conference 2010-05-01
Series:Challenging Glass Conference Proceedings
Subjects:
Online Access:https://proceedings.challengingglass.com/index.php/cgc/article/view/20