Rocking Behavior of High-Aspect-Ratio Cross-Laminated Timber Shear Walls: Experimental and Numerical Investigation-Reference-Cited by-同舟云学术

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

Published:2021-09 Issue:3 Volume:27 Page:
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Amini M. Omar¹,van de Lindt John W.²,Rammer Douglas³,Pei Shiling⁴^ORCID

Affiliation:

1. Postdoctoral Research Associate, USDA Forest Products Laboratory, Madison, WI 53726 (corresponding author).

2. Harold H. Short Endowed Chair Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372.

3. Research General Engineer, USDA Forest Products Laboratory, Madison, WI 53726.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AE.1943-5568.0000473

Reference51 articles.

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

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

3. ANSI/AWC (American National Standards Institute/American Wood Council). 2015. NDS national design specification for wood construction. Leesburg, VA: AWC.

4. ANSI/AWC (American National Standards Institute/American Wood Council). 2018. NDS national design specification for wood construction. Leesburg, VA: AWC.

5. APA–The Engineered Wood Association. 2019. Standard for performance-rated cross-laminated timber. ANSI/APA PRG 320. Tacoma, WA: APA.

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

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3. Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections;Journal of Structural Engineering;2024-01

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