Structural Performance of Post-Tensioned CLT Shear Walls with Energy Dissipators

Author:

Chen Zhiyong1ORCID,Popovski Marjan2,Iqbal Asif3

Affiliation:

1. Scientist, Building Systems, FPInnovations, 2665 East Mall, Vancouver, BC, Canada V6T 1Z4 (corresponding author). ORCID: .

2. Principle Scientist, Building Systems, FPInnovations, 2665 East Mall, Vancouver, BC, Canada V6T 1Z4.

3. Assistant Professor, Integrated Wood Design, Univ. of Northern British Columbia, 3333 University Way, 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

Reference29 articles.

1. Baird A. T. Smith A. Palermo and S. Pampanin. 2014. “Experimental and numerical study of U-shape flexural plate (UFP) dissipators.” In Proc. 2014 New Zealand Society of Earthquake Engineering Annual Conf. Wellington New Zealand: New Zealand Society for Earthquake Engineering.

2. Wood ST : A Temperature-Dependent Plastic-Damage Constitutive Model Used for Numerical Simulation of Wood-Based Materials and Connections

3. Chen Z. and M. Popovski. 2019a. “Experimental analysis and numerical modelling of post-tensioned CLT shear walls with energy dissipators.” In Proc. CompWood 2019 Conf. Växjö Sweden: Linnaeus Univ.

4. Structural performance of Dou-Gong brackets of Yingxian Wood Pagoda under vertical load – An experimental study

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