Resistance of Cross-Laminated Timber Shear Walls for Platform-Type Construction

Author:

Shahnewaz Md1ORCID,Popovski Marjan2,Tannert Thomas3

Affiliation:

1. Postdoctoral Research Fellow, Wood Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada V2N 4Z9 (corresponding author). ORCID: .

2. Principal Scientist, Building Systems, FPInnovations, 2665 E Mall, Vancouver, BC, Canada V6T 1Z4.

3. Associate Professor, Wood Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada V2N 4Z9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Blass H. J. and P. Fellmoser. 2004. “Design of solid wood panels with cross layers.” In Proc. 8th World Conf. on Timber Engineering. Lahti Finland: World Conference on Timber Engineering.

2. Cross laminated timber (CLT) diaphragms under shear: Test configuration, properties and design

3. Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads

4. Gavric I. 2012. “Seismic behaviour of cross-laminated timber buildings.” Ph.D. thesis Dept. of Engineering and Architecture Univ. of Trieste.

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