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Some design aspects on anchoring of timber frame shear walls by transverse walls
School of Engineering, Linnaeus University.
Department of TFE - Building Engineering, Faculty of Science and Technology, Umeå University.ORCID-id: 0000-0002-0336-6433
School of Engineering, Linnaeus University.
2011 (engelsk)Inngår i: 11th World Conference on Timber Engineering 2010, WCTE 2010, RRed Hook: Curran Associates, Inc., 2011, Vol. 4, s. 3412-3419Konferansepaper, Publicerat paper (Fagfellevurdert)
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.

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RRed Hook: Curran Associates, Inc., 2011. Vol. 4, s. 3412-3419
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URN: urn:nbn:se:ltu:diva-39418Scopus ID: 2-s2.0-84870451795Lokal ID: e2c601ec-e7d5-4db2-8835-1dc2f87c3b66ISBN: 9781622761753 (tryckt)OAI: oai:DiVA.org:ltu-39418DiVA, id: diva2:1012930
Konferanse
World Conference on Timber Engineering : 20/06/2010 - 24/06/2010
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Godkänd; 2011; 20121217 (ysko)

Tilgjengelig fra: 2016-10-03 Laget: 2016-10-03 Sist oppdatert: 2017-11-25bibliografisk kontrollert

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