PSI - Issue 78

Giada Zammattio et al. / Procedia Structural Integrity 78 (2026) 1253–1260

1260

These results support the design of full-scale experimental tests on unreinforced, retrofitted, and repaired masonry walls using the proposed system. Further tests will focus on cross-lap joint performance, numerical model validation, and thermal chamber analysis to evaluate the system's thermal behavior. Acknowledgements The research work was carried out within the project SAFER-REBUILT CUP H93C22000610002 (funded by the European Union - Next Generation EU, Mission 4, Component 2), coordinated by Prof. Angelo Masi (University of Basilicata). Former student Alessandro Pinotti is thanked for his precious help with the preliminary modelling. References assol, ., Giongo, I., & Piazza, M. (2021). Numerical study on seismic retrofit o URM walls using timber panels. In M. Papadrakakis & M. ragiadakis (Eds.), OMP YN 2021 – th E OM S Thematic onference on omputational Methods in Structural ynamics and Earthquake Engineering, thens, Greece, 27– 0 June. assol, ., Busselli, M., Giongo, I., & Piazza, M. (2021). Testing of irregular stone masonry strengthened with cross laminated timber. Proc. Int. onf. on onstruction, Energy, Environment and Sustainability, oimbra, Portugal. assol, ., anovska, M., Prada, ., & Giongo, I. (2024). Timber based strategies for seismic collapse prevention and energy performance improvement in masonry buildings. Sustainability, 16, 92. assol, ., Giongo, I., Ingham, J., & izhur, . (2021). Seismic out of plane retrofit of URM walls using timber strong backs. onstruction and Building Materials, 269, 1212 7. assol, ., Ingham, J., izhur, ., & Giongo, I. (2025). nalytical formulation describing the behaviour of URM walls seismically strengthened using timber strong backs. Engineering Structures, 24, 119 4 . omputers and Structures Inc. ( SI). (2025). S P2000 – Integrated software for structural analysis and design. Berkeley, , US . amiani, N., Guerrini, G., & Graziotti, . (2024). esign procedure for a timber based seismic retrofit applied to masonry buildings. Engineering Structures, 01, 116991. anovska, M., assol, ., Giongo, I., Prada, . (2024). Simulation tests for U value determination using response factors under noisy conditions. Proc. 6th Build. Simul. ppl. onf., Bozen, 26–2 June. izhur, .Y., Giaretton, M., Giongo, I., Ingham, J.M. (2017). Seismic retrofit of masonry walls using timber strong backs. SESO J., 0, 0–44. European ommittee for Standardization. (2016). EN : Structural timber – Strength classes. Brussels, Belgium. European ommittee for Standardization. (2014). EN 1995 1 1: Eurocode 5 – esign of timber structures. Part 1 1: General – ommon rules and rules for buildings. Brussels, Belgium. ET . (201 ). ET 11/0190: Self tapping screws for use in timber constructions. eutsches Institut für Bautechnik, Berlin, Germany. Gavric I., eccotti ., ragiacomo M. E perimental cyclic tests on cross laminated timber panels and typical connections. Bari, 2011. NI IS. Giongo, I., Rizzi, E., Riccadonna, ., Piazza, M. (2021). On site testing of timber strengthened masonry shear walls. Proc. I E Struct. Build., 174. Guerrini, G., amiani, N., Miglietta, M., Graziotti, . (2021). yclic response of URM piers retrofitted with timber. Proc. I E Struct. Build., 174. Maduh, U.J., et al. (2019). In plane testing of URM wall panels retrofitted using timber strong backs. Proc. ustralian Earthquake Engineering Society onf., Newcastle, ustralia. MI S IT. (2025). MI S E NX – Specialized EM software for advanced nonlinear analysis. Seoul, South Korea. Miglietta, M., amiani, N., Guerrini, G., & Graziotti, . (2021). ull scale shake table tests on retrofitted cavity wall URM buildings. Bulletin of Earthquake Engineering, 19, 2561–2596. Ministero delle Infrastrutture e dei Trasporti. (201 ). Norme Tecniche per le ostruzioni (NT 201 ). G.U. n. 42, 20 febbraio 201 . Ministero delle Infrastrutture e dei Trasporti. (2019). ircolare applicativa delle NT 201 . ircolare n. 7, G.U. n. 5, 11 febbraio 2019. Morandi, P., lbanesi, L., Graziotti, ., Li Piani, T., Penna, ., & Magenes, G. (201 ). ataset on the in plane e perimental response of URM piers with bricks and blocks. onstruction and Building Materials, 190, 59 –611. Riccadonna, ., Giongo, I., Schiro, G., Rizzi, E., & Parisi, M. . (2019). E perimental shear testing of timber masonry dry connections. onstruction and Building Materials, 211, 52–72. Rizzi, E., Giongo, I., Riccadonna, ., & Piazza, M. (2021). Testing of irregular stone masonry strengthened with LT. Proc. 4th Int. onf. on Protection of Historical onstructions, thens, Greece. Salvalaggio, M., Valluzzi, M.R. (2022). Optimization of intervention strategies for masonry buildings based on LT components. Heritage, 5( ). Valluzzi, M.R., Saler, E., Vignato, . (2021). Nested buildings: Integrated seismic and energy retrofit with LT panels. Sustainability, 1 ( ), 11 . Zanni, J., astelli, S., Bosio, M., et al. (202 ). LT e oskeleton and continuous monitoring. Procedia Structural Integrity, 44, 1164–1171. Zanni, J., Passoni, ., Marini, ., et al. (202 ). Wooden prefabricated e oskeleton for URM retrofit. W TE, Oslo. Zhang, S., Ma, M.,et al. (2024). Estimation of global building stocks by 2070: Unlocking renovation potential. Ne us, 1( ). Busselli, M., assol, ., Prada, ., & Giongo, I. (2021). Timber based integrated techniques to improve energy efficiency and seismic behaviour of e isting masonry buildings. Sustainability, 1 , 10 79.

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