Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections-Reference-Cited by-同舟云学术

Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pan Yuxin¹^ORCID,Teflissi Thomas²^ORCID,Tannert Thomas³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China. ORCID:

2. School of Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada V2N 4Z9. ORCID:

3. Professor, School of Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada V2N 4Z9 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12710

Reference33 articles.

1. Rocking Behavior of High-Aspect-Ratio Cross-Laminated Timber Shear Walls: Experimental and Numerical Investigation

2. Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies

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

4. Experimental study on orthogonal joints in cross-laminated timber with self-tapping screws installed with mixed angles

5. Casagrande D. G. Doudak and M. Masroor. 2021. “A proposal for capacity-based design of multi-storey CLT buildings.” In Proc. Int. Network on Timber Engineering Research (INTER). Santiago de Chile Chile: International Network on Timber Engineering Research.

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