Evaluating the shear stiffness of asymmetric angle-ply layers in diagonal cross-laminated timber

Author:

Kurzinski ShaghayeghORCID,Crovella Paul L.

Publisher

Springer Science and Business Media LLC

Reference19 articles.

1. United Nations Environment Programme (2020). Global status report for buildings and construction: towards a zero‑ emission, efficient and resilient buildings and construction sector. www.globalabc.org

2. Buck D, Hagman O (2018) production and in-plane compression mechanics of alternatively angled layered cross-laminated timber Dietrich. BioResources 13:4029–4045

3. Nero R, Christopher P, Ngo T (2022) Investigation of rolling shear properties of cross-laminated timber (CLT) and comparison of experimental approaches. Constr Build Mater 316:125897. https://doi.org/10.1016/j.conbuildmat.2021.125897

4. S Kurzinski, P Crovella, W B Smith (2021) Comparing the effect of presence of the knot and the size of the knot on the rolling shear properties in cross-laminated timber (CLT) by modified planar shear test and FEM analysis., world conference on timber engineering (WCTE), Santiago, Chile, 2021. https://www.researchgate.net/publication/351119872

5. Aicher S, Dill-Langer G (2000) Basic considerations to rolling shear modulus in wooden boards. Otto Graf J 11:157–166

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