Manchester Town Hall, a Case Study in Structural Glass Reliability and Robustness
The design of the structural glass for the Manchester Town Hall Link (completed 2015) was carried out by engineering consultancy Eckersley O’Callaghan (EOC). The glass facade forms an enclosed shell which supports a steel roof and acts monolithically to resist lateral loads. The project collates...
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Challenging Glass Conference
2018
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oai:doaj.org-article:0d28b655f967403fb66908314aff7c942021-12-04T05:11:51ZManchester Town Hall, a Case Study in Structural Glass Reliability and Robustness10.7480/cgc.5.22712589-8019https://doaj.org/article/0d28b655f967403fb66908314aff7c942018-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/170https://doaj.org/toc/2589-8019 The design of the structural glass for the Manchester Town Hall Link (completed 2015) was carried out by engineering consultancy Eckersley O’Callaghan (EOC). The glass facade forms an enclosed shell which supports a steel roof and acts monolithically to resist lateral loads. The project collates the latest advances in glass technology combined with innovative design methods. In the absence of explicit codes of practice for structural glass, EOC performed a first principles approach in using empirical data, acquired through previous projects, and analytical methods, including FEM and parametric modelling, to justify an elegant and efficient structure which was approved by building control authorities. The result has reduced glass joints and less visible metalwork to meet the architects’ aspirations. This paper describes the approaches and innovations in designing the structural glass for this project. G. CoultB. EckersleyP. LenkChallenging Glass ConferencearticleGlassRobustnessBucklingMaterial PropertiesClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 5 (2018) |
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Glass Robustness Buckling Material Properties Clay industries. Ceramics. Glass TP785-869 |
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Glass Robustness Buckling Material Properties Clay industries. Ceramics. Glass TP785-869 G. Coult B. Eckersley P. Lenk Manchester Town Hall, a Case Study in Structural Glass Reliability and Robustness |
description |
The design of the structural glass for the Manchester Town Hall Link (completed 2015) was carried out by engineering consultancy Eckersley O’Callaghan (EOC). The glass facade forms an enclosed shell which supports a steel roof and acts monolithically to resist lateral loads. The project collates the latest advances in glass technology combined with innovative design methods. In the absence of explicit codes of practice for structural glass, EOC performed a first principles approach in using empirical data, acquired through previous projects, and analytical methods, including FEM and parametric modelling, to justify an elegant and efficient structure which was approved by building control authorities. The result has reduced glass joints and less visible metalwork to meet the architects’ aspirations. This paper describes the approaches and innovations in designing the structural glass for this project.
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format |
article |
author |
G. Coult B. Eckersley P. Lenk |
author_facet |
G. Coult B. Eckersley P. Lenk |
author_sort |
G. Coult |
title |
Manchester Town Hall, a Case Study in Structural Glass Reliability and Robustness |
title_short |
Manchester Town Hall, a Case Study in Structural Glass Reliability and Robustness |
title_full |
Manchester Town Hall, a Case Study in Structural Glass Reliability and Robustness |
title_fullStr |
Manchester Town Hall, a Case Study in Structural Glass Reliability and Robustness |
title_full_unstemmed |
Manchester Town Hall, a Case Study in Structural Glass Reliability and Robustness |
title_sort |
manchester town hall, a case study in structural glass reliability and robustness |
publisher |
Challenging Glass Conference |
publishDate |
2018 |
url |
https://doaj.org/article/0d28b655f967403fb66908314aff7c94 |
work_keys_str_mv |
AT gcoult manchestertownhallacasestudyinstructuralglassreliabilityandrobustness AT beckersley manchestertownhallacasestudyinstructuralglassreliabilityandrobustness AT plenk manchestertownhallacasestudyinstructuralglassreliabilityandrobustness |
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1718372835205840896 |