Building with Wood: From Material Advancements to High-Performance Structural Design

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Materials, and Repair & Renovation".

Deadline for manuscript submissions: 31 December 2026 | Viewed by 826

Special Issue Editors


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Guest Editor
1. Building Systems, Sustainable Construction, FPInnovations, Vancouver, BC V6Y 1X9, Canada
2. Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB T6G 2R3, Canada
3. School of Forest Resources, University of Maine, Orono, ME 04469, USA
Interests: timber structures; seismic performance; fire performance; advanced numerical modelling; hybrid simulation; manufacturing process modelling and optimization

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Guest Editor
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
Interests: wood structures; FRP structures

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Guest Editor
Department of Civil Engineering, The University of Santiago, Santiago 9170022, Chile
Interests: structural and fire safety engineering; thermo-mechanical analysis; multiphysics and multiscale modelling; finite element simulation; material degradation under fire; computational mechanics of materials and structures; development and application of multiscale and multiphysics models for timber and timber structures

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Guest Editor
Department of Civil & Environmental Engineering, Carleton University, Ottawa, ON K1S 5B6, Canada
Interests: mass timber; impacts and blast loads; timber engineering; extreme loads

Special Issue Information

Dear Colleagues,

Wood has re‑emerged as a leading construction material in the global transition toward sustainable, low‑carbon, and high‑performance built environments. Rapid advancements in engineered wood products, material modification technologies, innovative timber connections, emerging structural systems, digital fabrication, and performance‑based structural design have expanded the scope of timber applications—from low residential buildings to advanced prefabricated assemblies, long‑span systems, and emerging high‑rise timber towers. At the same time, innovations in modeling, testing, digital workflows, and performance evaluation have deepened our understanding of timber structural behavior under diverse mechanical, environmental, and multi‑hazard conditions.

This Special Issue, “Building with Wood: From Material Advancements to High-Performance Structural Design,” highlights research that advances both material science and structural engineering. We welcome studies exploring how innovations in material properties, connection technologies, hybrid and new structural systems, modeling and testing capabilities, digital tools, and performance criteria can enable safe, efficient, and resilient timber construction.

Topics of interest include:

  • Advances in engineered wood products, material modification technologies, innovative timber connections, and emerging structural systems
  • Mechanical, fire, moisture, and long‑term performance
  • Experimental and numerical modeling, including hybrid simulation/testing
  • Design strategies for mass timber buildings, hybrid systems, and performance‑based design
  • Multi‑hazard performance and resilience, including seismic, wind, and fire behavior
  • Digital twins and Building Information Modeling (BIM) for construction, operation, monitoring, and integrated digital workflows
  • Innovative fabrication, construction, and monitoring techniques, including robotics, automation, and advanced prefabrication
  • Sustainability, life‑cycle assessment, and carbon performance of timber buildings

We particularly encourage submissions that integrate material‑level insights with structural engineering practice; develop new modeling frameworks, analytical methods, digital twins, or design tools; introduce or evaluate innovative timber products, components, connection systems, or structural systems; connect laboratory research with real‑world applications through digital construction workflows, monitoring strategies, field‑validated performance, and case studies; and provide comprehensive literature reviews that synthesize recent developments and identify future research needs across material, structural, and digital domains.

By bringing together contributions from material scientists, structural engineers, architects, and interdisciplinary researchers, this Special Issue aims to support the continued evolution of timber as a high‑performance, climate‑resilient, and scalable construction solution.

Sincerely,

Dr. Zhiyong Chen
Dr. Huazhang Zhou
Dr. Juan Carlos Pina
Dr. Christian Viau
Guest Editors

Manuscript Submission Information

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Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • mass timber
  • timber connections
  • structural systems
  • hybrid simulation
  • performance-based design
  • digital twins
  • building information modelling (BIM)
  • prefabrication and automation
  • multi-hazard resilience
  • sustainability and life-cycle assessment

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Published Papers (1 paper)

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Research

23 pages, 4461 KB  
Article
Analysis of Detailed and Simplified Finite Element Modelling Strategies for Simulating the Failure Behaviour of Timber Frame Diaphragms
by Dries Byloos, Tine Engelen and Bram Vandoren
Buildings 2026, 16(7), 1372; https://doi.org/10.3390/buildings16071372 - 30 Mar 2026
Viewed by 403
Abstract
Timber frame diaphragms play a central role in the lateral stability of modern timber buildings, yet current design codes insufficiently capture their nonlinear behaviour and governing failure mechanisms. This study evaluates two finite element modelling strategies to improve the prediction of diaphragm response. [...] Read more.
Timber frame diaphragms play a central role in the lateral stability of modern timber buildings, yet current design codes insufficiently capture their nonlinear behaviour and governing failure mechanisms. This study evaluates two finite element modelling strategies to improve the prediction of diaphragm response. The first strategy, implemented in MATLAB®, explicitly models the nonlinear behaviour of sheathing-to-framing (STF) connections using an oriented orthogonal multilinear damage law. Validation against experimental tests on partially anchored and fully anchored diaphragms as well as in-plane bending specimens demonstrated accurate predictions of stiffness and force–displacement behaviour in both the linear-elastic and elastoplastic ranges. Deviations in peak load predictions for the detailed model reached up to approximately 25%, while stiffness predictions remained within approximately 10% of the experimental values. The second approach, implemented in commercial structural engineering software, represents STF connections by uncoupled elastoplastic spring elements. Although post-peak softening cannot be captured, peak capacities were predicted within approximately 3–5% for several configurations, with reliable stiffness estimates in most cases. A quantitative comparison using the normalised root mean square error between experimental and numerical force-displacement curves yielded values between approximately 5% and 14%, indicating good agreement between the numerical predictions and the experimental behaviour. Overall, the detailed model enables high-fidelity nonlinear analysis and insight into failure mechanisms, whereas the simplified spring approach offers a practical and computationally efficient modelling strategy suitable for routine engineering design. Full article
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