CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling

Author:

D’Arenzo Giuseppe1ORCID,Casagrande Daniele2ORCID,Polastri Andrea3,Fossetti Marinella4,Fragiacomo Massimo5ORCID,Seim Werner6

Affiliation:

1. Researcher, Building Rehabilitation and Timber Engineering, Univ. of Kassel, Kurt-Wolters-St. 3, Kassel 34125, Germany (corresponding author). ORCID: .

2. Researcher, Institute of Bioeconomy, National Research Council of Italy, Via Biasi 75, San Michele all’Adige 38010, Italy. ORCID: .

3. Researcher, Institute of Bioeconomy, National Research Council of Italy, Via Biasi 75, San Michele all’Adige 38010, Italy.

4. Associate Professor, Faculty of Engineering and Architecture, Kore Univ. of Enna, Cittadella Universitaria, Enna 94100, Italy.

5. Professor, Dept. of Civil, Construction-Architectural and Environmental Engineering, Univ. of L’Aquila, Via Gronchi 18, L’Aquila 67100, Italy. ORCID: .

6. Professor, Building Rehabilitation and Timber Engineering, Univ. of Kassel, Kurt-Wolters-St. 3, Kassel 34125, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference30 articles.

1. Blaß H. J. and P. Fellmoser. 2004. “Design of solid wood panels with cross layers.” In Proc. World Conf. on Timber Engineering. Helsinki Finland: Finnish Association of Civil Engineers.

2. Blaß H. J. and R. Görlacher. 2004. “Compression perpendicular to the grain.” In Proc. World Conf. on Timber Engineering 435–440. Helsinki Finland: Finnish Association of Civil Engineers.

3. Bogensperger T. T. Moosbrugger and G. Silly. 2010. “Verification of CLT-plates under loads in plane.” In Vol. 1 of Proc. 11th World Conf. on Timber Engineering 2010 WCTE 2010 231–240. Trento Italy: Trees and Timber Institute National Research Council.

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

5. A methodology to determine the seismic low-cycle fatigue strength of timber connections

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