Timber Building Design and Construction for a Sustainable Future

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 20 June 2025 | Viewed by 2290

Special Issue Editors


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Guest Editor
School of Architecture, Faculty of Built Environment, Tampere University, 33100 Tampere, Finland
Interests: sustainability; space efficiency; large-scale timber buildings; multi-story timber frame residential buildings; tall/high-rise timber buildings; different frame systems of wood construction; perceptual studies on wood construction; adhesive-free and metal fastener-free wood products
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
School of Architecture, Faculty of Built Environment, Tampere University , 33100 Tampere, Finland
Interests: large-scale timber buildings; multi-story timber frame residential buildings; tall timber buildings; energy upgrade of suburban concrete apartment buildings and additional floor construction using timber; city planning and land transfer practices for wood-based built environments; special Issues of wood construction (fire, sound, energy efficiency, and long-term durability); the ecology of wood construction and environmental issues; different frame systems of wood construction; processes of industrial wood construction; adhesive-free and metal fastener-free wood products
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Wood is one of the most abundant biomaterials worldwide, having traditionally been used for construction. Recent studies on advanced engineered wood products highlight its vast but largely untapped potential to tackle global sustainability challenges. Alongside this, significant technological advancements are pushing the boundaries of wooden construction. Moreover, it has become more economically viable to use wood for buildings beyond low-rise structures. Consequently, there has been a notable shift in public perception, increasingly accepting wood as a material for high-rise buildings. This Special Issue focuses on timber building design and construction for a sustainable future.

Dr. Hüseyin Emre Ilgın
Prof. Dr. Markku Karjalainen
Guest Editors

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Keywords

  • wood construction
  • sustainability
  • space efficiency
  • multi-story timber buildings
  • large-scale timber buildings
  • tall/high-rise timber buildings
  • processes of industrial wood construction
  • wooden additional floor construction
  • adhesive-free and metal fastener-free wood products
  • resident survey for wooden apartment buildings

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Published Papers (2 papers)

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Research

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16 pages, 25714 KiB  
Article
Group Effect on In-Plane Shear Performance in Wooden Nail Connections
by Shuo Wang, Jingkang Lin, Baolei Jin, Fanxu Kong, Panpan Ma, Feibin Wang and Zeli Que
Buildings 2025, 15(7), 1189; https://doi.org/10.3390/buildings15071189 - 5 Apr 2025
Viewed by 258
Abstract
Cross-Laminated Timber (CLT) is ideal for tall timber structures but relies on environmentally concerning chemical adhesives. Nailed Cross-Laminated Timber (NCLT) offers a sustainable alternative by using densified wooden nails that form eco-friendly, adhesive-free bonds through lignin’s thermoplastic properties. However, significant uncertainties remain regarding [...] Read more.
Cross-Laminated Timber (CLT) is ideal for tall timber structures but relies on environmentally concerning chemical adhesives. Nailed Cross-Laminated Timber (NCLT) offers a sustainable alternative by using densified wooden nails that form eco-friendly, adhesive-free bonds through lignin’s thermoplastic properties. However, significant uncertainties remain regarding the synergistic effects of multiple wooden nails. To address this, this study systematically analyzed the impact of the group effect on the mechanical performance of wooden nail joints. The results show that within the elastic range, the number of wooden nails has no significant effect on the elastic behavior of a structure. However, it is significantly positively correlated with both the joint yield load and yield displacement, enabling the accurate prediction of the structural yield point based on the number of wooden nails. With consistent nail arrangements, the group effect coefficient for the load-bearing capacity remains highly stable and shows no significant correlation with the number of nails. Additionally, an increase in the number of wooden nails significantly enhances the deformation resistance and structural stiffness, while having a minimal impact on ductility. This study reveals the linear additive nature of the group effect in wooden nails, providing important theoretical support for the design of NCLT. Full article
(This article belongs to the Special Issue Timber Building Design and Construction for a Sustainable Future)
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Review

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26 pages, 7366 KiB  
Review
Spatial Effectiveness in High-Rise Timber Towers: A Global Perspective
by Hüseyin Emre Ilgın and Özlem Nur Aslantamer
Buildings 2024, 14(9), 2713; https://doi.org/10.3390/buildings14092713 - 30 Aug 2024
Viewed by 1615
Abstract
High-rise timber structures signify a rising trend, thanks to their significant environmental and economic advantages that occur over their complete lifespan. Enhancing spatial effectiveness in these structures is a critical design consideration for project feasibility. Currently, there has been no comprehensive study on [...] Read more.
High-rise timber structures signify a rising trend, thanks to their significant environmental and economic advantages that occur over their complete lifespan. Enhancing spatial effectiveness in these structures is a critical design consideration for project feasibility. Currently, there has been no comprehensive study on the space efficiency of such towers. This article analyzed 79 cases all over the world to deepen the knowledge of design features shaping spatial efficiency. The critical findings are as follows: (1) the most common architectural preferences include residential function, a centrally located service core, and prismatic arrangements; (2) the preferred structural material is composite, while a shear walled frame system is the favored structural system; (3) the average spatial efficiency and percentage of core area to GFA were recorded at 84% and 10%, ranging from the lowest values of 70% and 4% to the highest values of 95% and 21%, respectively; and (4) no significant differences were detected in the effect of core design approaches on spatial effectiveness if appropriately planned, with similar inferences drawn concerning form and the structural material used. This article will assist in developing design directions for different interested parties, including architectural designers taking part in the advancement of high-rise timber towers. Full article
(This article belongs to the Special Issue Timber Building Design and Construction for a Sustainable Future)
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