Experimental Characterization of Cantilever Cross-Laminated Timber Diaphragms under In-Plane Shear Load

Author:

Bhardwaj Bibek1ORCID,Pang Weichiang2,Stoner Michael3,Rammer Douglas4,Pryor Steven E.5

Affiliation:

1. Ph.D. Candidate, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634 (corresponding author). ORCID: .

2. Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

3. Research Assistant Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

4. Research General Engineer, USDA Forest Products Laboratory, One Gifford Pinchot Dr., Madison, WI 53726.

5. Manager, Advanced R & D, Simpson Strong-Tie, 5956 W Las Positas Blvd., Pleasanton, CA 94588.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

1. Ashtari S. 2012. “In-plane stiffness of cross-laminated timber floors.” M.S. thesis Dept. of Civil Engineering Univ. of British Columbia.

2. Monotonic and Cyclic Behavior of CLT Diaphragms

3. Bhardwaj B. W. Pang D. Rammer M. O. Amini and S. E. Pryor. 2021. “Experimental performance testing of cantilever cross-laminated timber (CLT) diaphragm under in-plane shear.” In Proc. World Conf. on Timber Engineering. Oslo Norway: World Conference on Timber Engineering.

4. Breneman S. E. McDonnell and R. Zimmerman. 2016. “An approach to CLT diaphragm modeling for seismic design with application to a us high-rise project.” In Proc. World Conf. on Timer Engineering WCTE 22–25. Oslo Norway: World Conference on Timber Engineering.

5. Karacabeyli, E., B. Douglas, and C. Handbook. 2013. Cross-laminated timber. US ed. Pointe Claire, QC, Canada: FPInnovations and Binational Softwood Lumber Council.

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