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Some design aspects on anchoring of timber frame shear walls by transverse walls
School of Engineering, Linnaeus University, Växjö, Sweden; SP Technical Research Institute of Sweden, Stockholm, Sweden.
Umeå University, Faculty of Science and Technology, Department of Applied Physics and Electronics. Division of Structural Engineering - Timber Structures, Luleå̊ University of Technology, Luleå̊, Sweden.
School of Engineering, Linnaeus University, Växjö, Sweden.
2010 (English)In: 11th World Conference on Timber Engineering 2010 (WCTE 2010), Curran Associates, Inc., 2010, p. 3412-3419Conference paper, Published paper (Refereed)
Abstract [en]

The authors of this paper have developed a method for plastic design of timber frame shear walls. Recently, a Swedish handbook has been presented based on the principles of this plastic design method. In this paper a simplified design method for transverse walls, i.e. walls used for anchoring of shear walls against uplift, is presented. Calculated load-carrying capacities of transverse walls using the simplified method seem to be in fairly good agreement with calculated capacities using the finite element method and agree fairly well with measured capacities obtained from full scale testing of transverse walls.

Place, publisher, year, edition, pages
Curran Associates, Inc., 2010. p. 3412-3419
Keywords [en]
Analytical model, Anchorage, Finite element analysis, Shear wall, Test results, Transverse wall
National Category
Building Technologies
Identifiers
URN: urn:nbn:se:umu:diva-206573Scopus ID: 2-s2.0-84870398647ISBN: 9781622761753 (print)OAI: oai:DiVA.org:umu-206573DiVA, id: diva2:1750063
Conference
11th World Conference on Timber Engineering 2010, WCTE 2010, Trentino, Italy, June 20-24, 2010
Available from: 2023-04-12 Created: 2023-04-12 Last updated: 2023-04-12Bibliographically approved

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Girhammar, Ulf Arne

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  • apa
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  • de-DE
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  • en-US
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  • nn-NB
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Output format
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  • text
  • asciidoc
  • rtf