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Tests and Analyses of Slotted-In Steel-Plate Connections in Composite Timber Shear Wall Panels
Luleå University of Technology.ORCID iD: 0000-0002-0336-6433
Linnaeus University, Faculty of Technology, Department of Building Technology.
2017 (English)In: Advances in Civil Engineering / Hindawi, ISSN 1687-8086, E-ISSN 1687-8094, article id 7259014Article in journal (Refereed) Published
Abstract [en]

Theauthors present an experimental and analytical study of slotted-in connections for joining walls in the Masonite flexible building (MFB) system. These connections are used for splicing wall elements and for tying down uplifting forces and resisting horizontal shear forces in stabilizing walls. The connection plates are inserted in a perimeter slot in the PlyBoard (TM) panel (a composite laminated wood panel) and fixed mechanically with screw fasteners. The load-bearing capacity of the slotted-in connection is determined experimentally and derived analytically for different failure modes. The test results show ductile postpeak load-slip characteristics, indicating that a plastic design method can be applied to calculate the horizontal load-bearing capacity of this type of shear walls.

Place, publisher, year, edition, pages
Hindawi Publishing Corporation, 2017. article id 7259014
National Category
Civil Engineering
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
URN: urn:nbn:se:lnu:diva-72188DOI: 10.1155/2017/7259014ISI: 000397900900001OAI: oai:DiVA.org:lnu-72188DiVA, id: diva2:1195097
Available from: 2018-04-04 Created: 2018-04-04 Last updated: 2018-04-04Bibliographically approved

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Källsner, Bo

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Girhammar, Ulf ArneKällsner, Bo
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