Parametric evaluation of racking performance of platform timber framed walls

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

doi:10.1016/j.istruc.2017.08.003

Parametric evaluation of racking performance of platform timber framed walls

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

Civil Engineering and Environmental Management

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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.

Original language	English
Pages (from-to)	75-87
Number of pages	13
Journal	Structures
Volume	12
Early online date	10 Aug 2017
DOIs	https://doi.org/10.1016/j.istruc.2017.08.003
Publication status	Published - Nov 2017

Keywords

platform framing; timber framed walls; racking performance; racking test; PD6693-1; Eurocode 5

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10.1016/j.istruc.2017.08.003

Dhonju, R. et al (2017) Parametric evaluation of racking performance of platform timber framed walls
© 2017 Elsevier. Reproduced in accordance with the publisher's self-archiving policy. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/
Accepted author manuscript, 5.53 MBLicence: CC BY-NC-ND

https://www.napier.ac.uk/research-and-innovation/research-search/outputs/parametric-evaluation-of-racking-performance-of-platform-timber-framed-walls

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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

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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.",

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author = "R. Dhonju and B. D'Amico and A. Kermani and J. Porteous and B. Zhang",

note = "Acceptance in SAN AAM: 12m embargo Exception email in SAN ^Exception no longer needed as: Available in Napier rep: https://www.napier.ac.uk/research-and-innovation/research-search/outputs/parametric-evaluation-of-racking-performance-of-platform-timber-framed-walls Napier confirmed deposit date and recorded as REF compliant. ET 28/1/19",

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AU - Kermani, A.

AU - Porteous, J.

AU - Zhang, B.

N1 - Acceptance in SAN AAM: 12m embargo Exception email in SAN ^Exception no longer needed as: Available in Napier rep: https://www.napier.ac.uk/research-and-innovation/research-search/outputs/parametric-evaluation-of-racking-performance-of-platform-timber-framed-walls Napier confirmed deposit date and recorded as REF compliant. ET 28/1/19

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N2 - 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.

AB - 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.

KW - platform framing; timber framed walls; racking performance; racking test; PD6693-1; Eurocode 5

U2 - 10.1016/j.istruc.2017.08.003

DO - 10.1016/j.istruc.2017.08.003

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