Shear performance of a novel non-metallic cross-laminated timber wall-to-wall connection using double-dovetail mortise-tenon joint-Reference-Cited by-同舟云学术

Shear performance of a novel non-metallic cross-laminated timber wall-to-wall connection using double-dovetail mortise-tenon joint

Published:2022-07-19 Issue: Volume: Page:1-11
ISSN:1748-0272
Container-title:Wood Material Science & Engineering
language:en
Short-container-title:Wood Material Science & Engineering

Author:

Gao Ying¹,Xuan Shiqing¹,Xu Feiyang¹,Diao Yue²,Meng Xinmiao³

Affiliation:

1. College of Materials Science and Technology, Beijing Forestry University, Beijing, People’s Republic of China

2. Department of Wood Science, University of British Columbia, Vancouver, Canada

3. Department of Civil Engineering, Beijing Forestry University, Beijing, People’s Republic of China

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities of China

Publisher

Informa UK Limited

Subject

General Materials Science

Link

https://www.tandfonline.com/doi/pdf/10.1080/17480272.2022.2101382

Reference51 articles.

1. Cross laminated timber (CLT): overview and development

2. Structural performance of CLT shear connections with castellations and angle brackets

3. SOFIE project - 3D shaking table test on a seven-storey full-scale cross-laminated timber building

4. D’Arenzo, G., Rinaldin, G. and Fossetti, M. (2018) Tensile and shear behaviour of an innovative angle bracket for CLT structures. In Proceedings of 2018 World Conference on Timber Engineering, Seoul, Republic of Korea.

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