Cyclic Testing of High-Capacity CLT Shear Walls-Reference-Cited by-同舟云学术

Cyclic Testing of High-Capacity CLT Shear Walls

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Moerman Ben¹^ORCID,Li Minghao²^ORCID,Smith Tobias³,Liu Angela⁴^ORCID

Affiliation:

1. Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand; Structurecraft, Abbotsford, BC, Canada V2T 6B1 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand; Dept. of Wood Science, Univ. of British Columbia, 2424 Main Mall, Vancouver, BC, Canada V6T 1Z4. ORCID:

3. Managing Director, PTL | Structural Consultants, 10/357, Madras St., Christchurch 8013, New Zealand.

4. Senior Structural Engineer, BRANZ, 1222, Moonshine Rd., Judgeford 5381, New Zealand. 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-12188

Reference47 articles.

1. American Wood Council. 2021. Special design provisions for wind and seismic. Washington, DC: American National Standards Institute.

2. Amini M. 2018. “Determination of seismic performance factors for cross laminated timber shear wall system based on FEMA P695 methodology.” Ph.D. thesis Dept. of Civil and Environmental Engineering Colorado State Univ.

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

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

5. Structural performance of dowelled cross-laminated timber hold-down connections with increased row spacing and end distance

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1. Experimental and numerical investigation of the cyclic behaviour of coupled balloon-type CLT shear walls with high-capacity base connections;Engineering Structures;2024-11

2. Effect of Biodeterioration on Modeling Parameters of Code-Compliant Cross-Laminated Timber Lateral Connections;Forest Products Journal;2024-03-01

3. Cyclic Testing and Repair of Coupled CLT Walls with Steel Link Beams;Journal of Structural Engineering;2024-02