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Load-bearing timber-glass shear walls
Linnaeus University, Faculty of Technology, Department of Building Technology.ORCID iD: 0000-0002-5333-0682
Linnaeus University, Faculty of Technology, Department of Building Technology.ORCID iD: 0000-0002-1181-8479
Linnaeus University, Faculty of Technology, Department of Building Technology.
2014 (English)In: Glass | Facade | Energy / [ed] Schneider, Jens and Weller, Bernhard, Technische Uni Dresden , 2014, 311-318 p.Conference paper, Published paper (Refereed)
Abstract [en]

Timber-glass composite shear wall elements were manufactured with different adhesives. The elements were 1200×2400 mm in size. 12 single pane elements and one element with an insulation glass unit (IGU) were manufactured. The load bearing glass pane was in all cases made from 10 mm float glass. The elements were tested in various loading conditions, involving pure vertical load and different combinations of in-plane shear and vertical loading. The test results show that the influence of the adhesive chosen on the ultimate (buckling) load is only of minor importance. This was also confirmed by finite element analyses.

Place, publisher, year, edition, pages
Technische Uni Dresden , 2014. 311-318 p.
Keyword [en]
timber, glass, shear wall, adhesives, load bearing, buckling
National Category
Building Technologies
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
URN: urn:nbn:se:lnu:diva-38166ISBN: 978-3-86780-402-8 (print)OAI: oai:DiVA.org:lnu-38166DiVA: diva2:763150
Conference
Engineered transparency
Funder
VINNOVA, 2011-02266
Available from: 2014-11-13 Created: 2014-11-13 Last updated: 2015-09-28Bibliographically approved

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Citation style
  • apa
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