A new timber-based retrofit, called TimberGrid, was proposed within the SAFER-REBUILT project, with the aim of improving both the seismic safety and energy performance of unreinforced masonry (URM) buildings. The system consists of a timber lattice structure composed of studs, rails, and diagonals, connected by screws and carpentry joints. The lattice is anchored to the existing masonry using diffuse dry mechanical point-to-point fasteners (approximately 4-5 per square meter), and connected to the base by means of anchoring devices (e.g., hold downs and angles). This solution, builds on the advantages demonstrated by other timber-based retrofit techniques and emphasizes a rapid and minimally invasive intervention (social sustainability), the use of “less-engineered” timber products (such as solid wood components) from short supply chains (economic sustainability), and improved waste management and materials recyclability (environmental sustainability). Non-linear quasi-static numerical analyses were conducted to optimize the grid layout and joint configurations, providing an initial insight into the effectiveness of the TimberGrid system in enhancing the in-plane wall response. This paper introduces the TimberGrid system and presents the outcomes of simplified and detailed numerical models that are essential for calibrating the full-scale experimental tests planned within the project and for designing the corresponding test set-up.
TimberGrid: A Novel Integrated Timber-Based Solution for the Seismic and Energy Retrofitting of Masonry Existing Buildings / Zammattio, Giada; Riccadonna, Daniele; Cassol, Davide; Danovska, Maja; Prada, Alessandro; Piazza, Maurizio; Giongo, Ivan. - In: PROCEDIA STRUCTURAL INTEGRITY. - ISSN 2452-3216. - ELETTRONICO. - 78:(2026), pp. 1253-1260. ( XX ANIDIS Conference Assisi, Italia 7-11 settembre 2025) [10.1016/j.prostr.2025.12.160].
TimberGrid: A Novel Integrated Timber-Based Solution for the Seismic and Energy Retrofitting of Masonry Existing Buildings
Zammattio GiadaPrimo
;Riccadonna Daniele;Cassol Davide;Danovska Maja;Prada Alessandro;Piazza Maurizio;Giongo Ivan
2026-01-01
Abstract
A new timber-based retrofit, called TimberGrid, was proposed within the SAFER-REBUILT project, with the aim of improving both the seismic safety and energy performance of unreinforced masonry (URM) buildings. The system consists of a timber lattice structure composed of studs, rails, and diagonals, connected by screws and carpentry joints. The lattice is anchored to the existing masonry using diffuse dry mechanical point-to-point fasteners (approximately 4-5 per square meter), and connected to the base by means of anchoring devices (e.g., hold downs and angles). This solution, builds on the advantages demonstrated by other timber-based retrofit techniques and emphasizes a rapid and minimally invasive intervention (social sustainability), the use of “less-engineered” timber products (such as solid wood components) from short supply chains (economic sustainability), and improved waste management and materials recyclability (environmental sustainability). Non-linear quasi-static numerical analyses were conducted to optimize the grid layout and joint configurations, providing an initial insight into the effectiveness of the TimberGrid system in enhancing the in-plane wall response. This paper introduces the TimberGrid system and presents the outcomes of simplified and detailed numerical models that are essential for calibrating the full-scale experimental tests planned within the project and for designing the corresponding test set-up.| File | Dimensione | Formato | |
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