Experimental and Numerical Column Buckling Analysis of Hardwood Cross-Laminated Timber Panels-Reference-Cited by-同舟云学术

Experimental and Numerical Column Buckling Analysis of Hardwood Cross-Laminated Timber Panels

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sciomenta Martina¹^ORCID,Bedon Chiara²^ORCID,Fragiacomo Massimo³^ORCID

Affiliation:

1. Dept. of Civil, Architecture and Building and Environmental Engineering, Univ. of L’Aquila, Via Giovanni Gronchi 18, L’Aquila 67100, Italy (corresponding author). ORCID: .

2. Professor, Dept. of Engineering and Architecture, Univ. of Trieste, Via Valerio 6/1, Trieste 34127, Italy. ORCID:

3. Professor, Dept. of Civil, Architecture and Building and Environmental Engineering, Univ. of L’Aquila, Via Giovanni Gronchi 18, L’Aquila 67100, Italy. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12394

Reference38 articles.

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2. Aicher S. M. Hirsch and Z. Christian. 2016. “Hybrid cross-laminated timber plates with beech wood cross-layers.” Constr. Build. Mater. 124 (Oct): 1007–1018. https://doi.org/10.1016/j.conbuildmat.2016.08.051.

3. Evaluation of low-grade yellow-poplar (Liriodendron tulipifera) as raw material for cross-laminated timber panel production;Azambuja R. R.;For. Prod. J.,2022

4. Blass H. J. and P. Fellmoser. 2004. “Influence of rolling shear modulus on strength and stiffness of structural bonded timber elements.” In Proc. CIB-W18 Meeting. Karlsruhe Germany: Karlsruher Institut für Technologie.

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