Overview on Bending and Rolling Shear Properties of Cross-Laminated Timber (CLT) as Engineered Sustainable Construction Materials
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-6383-3_7
Reference31 articles.
1. Aicher S, Christian Z, Hirsch M (2016) Rolling shear modulus and strength of beech wood laminations. Holzforschung 70(8):773–781. https://doi.org/10.1515/hf-2015-0229
2. BS En 16351 (2015) Timber structures—cross-laminated timber—requirements. BSI Standards Publication, London
3. Buck D, Wang XA, Hagman O, Gustafsson A (2016) Bending properties of cross laminated timber (CLT) with a 45° alternating layer configuration. BioResources 11(2):4633–4644
4. Cao Y, Street J, Li M, Lim H (2019) Evaluation of the effect of knots on rolling shear strength of cross laminated timber (CLT). Constr Build Mater 222:579–587. https://doi.org/10.1016/j.conbuildmat.2019.06.165
5. Christovasilis IP, Brunetti M, Follesa M, Nocetti M, Vassallo D (2016) Evaluation of the mechanical properties of cross laminated timber with elementary beam theories. Constr Build Mater 122:202–213. https://doi.org/10.1016/j.conbuildmat.2016.06.082
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