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

Author:

Casagrande Daniele1,Doudak Ghasan2,Mauro Luigi3,Polastri Andrea4

Affiliation:

1. Researcher, Trees and Timber Institute, National Research Council of Italy (CNR IVALSA), Via Biasi, 75, 38010 San Michele all’Adige, Italy (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

3. Master Student, Dept. of Civil Environmental and Mechanical Engineering, Univ. of Trento, 38122 Trento, Italy.

4. Researcher, Trees and Timber Institute, National Research Council of Italy (CNR IVALSA), Via Biasi, 75, 38010 San Michele all’Adige, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference26 articles.

1. Ashtari S. Haukaas T. and Lam F. (2014). “In-plane stiffness of cross-laminated timber floors.” Proc. World Conf. on Timber Engineering (WCTE) Université Laval Quebec City.

2. Cross laminated timber (CLT): overview and development

3. Casagrande D. Polastri A. Sartori T. Loss C. and Chiodega M. (2016a). “Experimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings.” Proc. World Conf. on Timber Engineering (WCTE) Vienna Univ. of Technology Vienna Austria.

4. A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall

5. Ceccotti A. Lauriola M. P. Pinna M. and Sandhaas C. (2006). “SOFIE project: Cyclic tests on cross-laminated wooden panels.” Proc. World Conf. on Timber Engineering (WCTE) Oregon State Univ. Portland OR.

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