AccScience Publishing / JCAU / Online First / DOI: 10.36922/jcau.8246
ORIGINAL ARTICLE

Comparative analysis of the material properties of four commonly used timber species in the restoration of historical buildings in Shanxi, China

Panpan Liu1 Sok Yee Yeo2* Hiroatsu Fukuda1
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1 Department of Architecture, Faculty of Environmental Engineering, The University of Kitakyushu, Kitakyushu, Fukuoka, Japan
2 Department of Architecture, School of Human Settlements and Civil Engineering, Xi’an Jiaotong University, Xi’an, Shaanxi, China
Journal of Chinese Architecture and Urbanism, 8246 https://doi.org/10.36922/jcau.8246
Submitted: 27 December 2024 | Revised: 21 February 2025 | Accepted: 5 March 2025 | Published: 2 April 2025
© 2025 by the Author(s). This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution -Noncommercial 4.0 International License (CC-by the license) ( https://creativecommons.org/licenses/by-nc/4.0/ )
Abstract

Historical timber buildings in Shanxi province, China, face significant restoration challenges due to natural degradation, extreme weather events, and restrictions on native timber harvesting, necessitating the use of alternative timber species for structural repairs. This study examines the material properties of four timber species – Chinese pine (Pinus tabuliformis Carrière), larch (Larix gmelinii var. principis-rupprechtii [Mayr] Pilger), Douglas fir (Pseudotsuga menziesii [Mirbel] Franco), and Mongolian Scots pine (Pinus sylvestris var. mongolica Litv.) – commonly used in the restoration of historical timber buildings in Shanxi. Given the structural diversity of these buildings, six loading modes were applied to assess the suitability of each species for different structural components: compression parallel to the grain, compression perpendicular to the grain in the radial direction, shear parallel to grain along the longitudinal-radial plane, shear parallel to grain along the longitudinal-tangential plane, four-point static bending, and tension. Douglas fir exhibited the highest compressive strength parallel to the grain, making it well-suited for load-bearing components, while Chinese pine demonstrated strong compressive strength perpendicular to the grain in the radial direction. Larch and Douglas fir excelled in shear resistance, and all four species exhibited high bending strengths, supporting their use in primary structural components. In contrast, Mongolian Scots pine exhibiting lower shear and bending strengths is more appropriate for non-load-bearing applications where structural demands are minimal. Positive correlations between strength, density, and dynamic modulus of elasticity suggest that density and ultrasonic testing can serve as effective non-destructive evaluation methods. These findings provide valuable insights into material selection for heritage timber restoration, promoting species-specific applications that enhance structural resilience while preserving traditional carpentry techniques.

Keywords
Material properties of timber
Historical building restoration
Chinese pine
Larch
Douglas fir
Mongolian scots pine
Funding
This work was supported by the Ministry of Science and Technology of China under Expert Grant Support (Grant No. QN2022170001L), the National Natural Science Foundation of China (NSFC) through the “Research Fund for International Excellent Young Scientists” (Grant No. W2432031), and the Shaanxi Provincial Grant Support Plan #1 (Grant No. 050700 – 71240000000035).
Conflict of interest
The authors declare that they have no competing interests.
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