Effect of Wetting and Redrying on Performance of Cross-Laminated Timber Angle Bracket Connection-Reference-Cited by-同舟云学术

Effect of Wetting and Redrying on Performance of Cross-Laminated Timber Angle Bracket Connection

Published:2021-09 Issue:9 Volume:147 Page:04021121
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bora Shrenik¹^ORCID,Sinha Arijit²^ORCID,Barbosa Andre R.³

Affiliation:

1. Graduate Assistant, Dept. of Wood Science and Engineering, Oregon State Univ., 246 Richardson Hall, Corvallis, OR 97331. ORCID: .

2. Associate Professor, Dept. of Wood Science and Engineering, Oregon State Univ., 119 Richardson Hall, Corvallis, OR 97331 (corresponding author). ORCID: .

3. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003074

Reference46 articles.

1. American Wood Council. 2018. National design specification (NDS) for wood construction. Leesburg, VA: American Wood Council.

2. Systematic experimental investigation to support the development of seismic performance factors for cross laminated timber shear wall systems

3. Baker, M. C. 1969. “Decay of wood.” In Canadian building digest. Ottawa: National Research Council.

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

5. Bora S. 2020. “Effects of moisture intrusion on the performance of a cross-laminated timber angle bracket connection.” M.S. thesis Dept. of Wood Science and Engineering Oregon State Univ.

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