Influence of loading protocol on the structural performance of timber-framed shear walls

Author:

Cowled Craig J.L.,Crews Keith,Gover Dave

Funder

Queensland Government

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. AS1720.1:2010. Timber structures – Part 1: Design methods. Standards Australia, Sydney, Australia, 2010.

2. Effects of loading protocol on the cyclic response of woodframe shearwalls;Gatto;J. Struct. Eng.,2003

3. C.J.L. Cowled, K. Crews, D. Gover. Australia Needs to Adopt a Standard Test Method for Determining Timber-Framed Shear Wall Capacity. In Proceedings of the 5th Pacific Timber Engineering Conference (PTEC 2019), 2019. https://eprints.qut.edu.au/134167/.

4. C.J.L. Cowled, K. Crews, D. Gover. Results of Timber-Framed Shear Wall Tests. In Proceedings of the 2020 Australasian Structural Engineering Conference (ASEC 2020), 2020. https://eprints.qut.edu.au/206526/.

5. EN 594:2011. Timber structures – Test methods – Racking strength and stiffness of timber frame wall panels. European Committee for Standardization, Brussels, Belgium, 2011.

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