Structural Performance of CLT Shear Walls with Hyperelastic Hold Downs-Reference-Cited by-同舟云学术

Structural Performance of CLT Shear Walls with Hyperelastic Hold Downs

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:

Tannert Thomas¹^ORCID,Ajibola Oyawoye Abubakar²^ORCID,Popovski Marjan³

Affiliation:

1. Professor, School of Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada V2N4Z9 (corresponding author). ORCID: .

2. School of Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada V2N4Z9. ORCID: .

3. Lead Scientist, Building Systems, FPInnovations, Vancouver, BC, Canada V6T1Z4.

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-12703

Reference34 articles.

1. ANSI/AWC (American National Standards Institute/American Wood Council). 2021. Special design provisions for wind and seismic (SDPWS). Leesburg, VA: AWC, American Forest and Paper Association.

2. Hyperelastic hold-down solution for CLT shear walls

3. Block tear-out resistance of CLT panels with single large-diameter connectors

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

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

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