Compression Behavior of Cross-Laminated Timber Wall Panels with Different Reinforcement Mechanisms

Author:

Sinha Arijit1ORCID,Barbosa Andre R.2ORCID,Ho Tu X.3ORCID,Zimmerman Reid B.4,McDonnell Eric5

Affiliation:

1. Professor and JELD-WEN Chair, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: .

2. Glenn Willis Holcomb Professor in Structural Engineering, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: .

3. Formerly, Postdoctoral Scholar, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: .

4. Technical Director/Associate, KPFF, 111 SW 5t Ave., Portland, OR 97204.

5. Principal, Holmes Structures, 555 SE MLK Jr. Blvd., Portland, OR 97214.

Publisher

American Society of Civil Engineers (ASCE)

Reference14 articles.

1. Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls

2. Full-Scale Shake Table Testing of Cross-Laminated Timber Rocking Shear Walls with Replaceable Components

3. Prescriptive Seismic Design Procedure for Post-Tensioned Mass Timber Rocking Walls

4. Engleson. 2019. “Testing and modeling of a cross-laminated timber pier-and-spandrel seismic retrofit solution for unreinforced masonry buildings.” Master’s thesis School of Civil and Construction Engineering Oregon State Univ.

5. Framework Portland Project. 2017. “Framework.” Accessed May 1 2023. https://www.frameworkportland.com.

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