Seismic Behavior of Balloon Frame Cross-Laminated Timber Connections

Author:

Hayes Benjamin N.1,Koliou Maria2ORCID,van de Lindt John W.3

Affiliation:

1. Formerly, Master’s Student, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843.

2. Assistant Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: .

3. Harold H. Short Endowed Chair Professor and Co-Director, NIST Center of Excellence for Risk-Based Community Resilience Planning, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference46 articles.

1. Aghayere, A., and J. Vigil. 2017. Structural wood design: ASD/LRFD. Boca Raton, FL: CRC Press.

2. Effects of Variation of Axial Load and Bidirectional Loading on Seismic Performance of GFRP Retrofitted Reinforced Concrete Exterior Beam-Column Joints

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

4. ANSI/APA (American National Standards Institute/The Engineered Wood Association). 2018. Standard for performance-rated cross-laminated timber. ANSI/APA PRG 320. Tacoma, WA: APA.

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

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