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Parametric Evaluation of Racking Performance of Platform Timber Framed Walls

Dhonju, R.; D�Amico, B.; Kermani, A.; Porteous, J.; Zhang, B.

Authors

A. Kermani

J. Porteous

B. Zhang



Abstract

This paper provides a quantitative assessment of the racking performance of partially anchored timber framed walls, based on experimental tests. A total of 17 timber framed wall specimens, constructed from a combination of materials under different load configurations, were tested. The experimental study was designed to
examine the influence of a range of geometrical parameters, such as fastener size and spacings, wall length, arrangement of studs and horizontal members, as well as the effect of vertical loading on the racking strength and stiffness of the walls. The experimental results were then compared with results obtained from design rules,
as given in the relevant European standards, to determine the racking performance of the walls, and are discussed in the paper.

Citation

Dhonju, R., D’Amico, B., Kermani, A., Porteous, J., & Zhang, B. (2017). Parametric Evaluation of Racking Performance of Platform Timber Framed Walls. Structures, 12, 75-87. https://doi.org/10.1016/j.istruc.2017.08.003

Journal Article Type Article
Acceptance Date Aug 8, 2017
Online Publication Date Aug 10, 2017
Publication Date 2017-11
Deposit Date Aug 9, 2017
Publicly Available Date Aug 11, 2018
Journal Structures
Print ISSN 2352-0124
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 12
Pages 75-87
DOI https://doi.org/10.1016/j.istruc.2017.08.003
Keywords Platform framing, Timber framed walls, Racking performance, Racking test, PD6693-1, Eurocode 5.
Public URL http://researchrepository.napier.ac.uk/Output/974143

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