lnu.sePublications
Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Horizontal Stabilisation of Sheathed Timber Frame Structures Using Plastic Design Methods - Introducing a Handbook Part 1: Design Principles for Horizontal Stabilisation
Luleå University of Technology.
Linnaeus University, Faculty of Technology, Department of Building Technology.
2016 (English)In: WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM 2016, WMCAUS 2016, Elsevier, 2016, p. 618-627Conference paper, Published paper (Refereed)
Abstract [en]

The authors have developed a plastic design method for sheathed timber frame shear walls. It has been presented and discussed for inclusion in Eurocode 5 and a Swedish handbook has been presented. In the plastic method, you can choose to transfer the anchoring force via the leading stud to the substrate, corresponding to a fully anchored shear wall (no uplift of studs), but you can also choose to utilize the sheathings to transfer the tensile force via the sheathing-to-framing joints to the substrate by anchoring the bottom rail, corresponding to a partially anchored shear wall (studs experience uplift). By the plastic method several alternatives for anchoring the wall are possible and they can also be combined in such a way that each of them take a portion of the uplifting force, e.g. through a simple tying down device, through the sheathing-to-framing joints and through anchoring of the shear wall to the transverse wall. The method also makes it possible to include the load-bearing capacity of wall segments including openings. The handbook treats primarily shear walls, but for the sake of completeness some aspects of the roof and floor diaphragms are also discussed. The interior force distribution in sheathed timber frame walls weak in shear is discussed, as are the fundamental difference between the effect of vertical loads on the stabilisation of walls which are rigid or weak in shear, and how the plastic design method is applied to multi-storey timber buildings. (C) 2016 The Authors. Published by Elsevier Ltd.

Place, publisher, year, edition, pages
Elsevier, 2016. p. 618-627
Series
Procedia Engineering, ISSN 1877-7058 ; 161
Keyword [en]
Horizontal stabilisatio, timber shear walls, plastic design methods, partially anchored, joints and anchorages, handbook
National Category
Civil Engineering
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
URN: urn:nbn:se:lnu:diva-59019DOI: 10.1016/j.proeng.2016.08.713ISI: 000387566500099Scopus ID: 2-s2.0-84997839798OAI: oai:DiVA.org:lnu-59019DiVA: diva2:1056776
Conference
World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium (WMCAUS), JUN 13-17, 2016, Prague, CZECH REPUBLIC
Available from: 2016-12-15 Created: 2016-12-14 Last updated: 2016-12-15Bibliographically approved

Open Access in DiVA

No full text in DiVA

Other links

Publisher's full textScopus

Authority records BETA

Källsner, Bo

Search in DiVA

By author/editor
Källsner, Bo
By organisation
Department of Building Technology
Civil Engineering

Search outside of DiVA

GoogleGoogle Scholar

doi
urn-nbn

Altmetric score

doi
urn-nbn
Total: 47 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf