PSI - Issue 78

Giacomo Iovane et al. / Procedia Structural Integrity 78 (2026) 528–535

534

Cui, Y., Shu, Z., Zhou, R., Li, Z., Chen, F., Ma, Z., 2020. Self-centering steel-timber hybrid shear wall with slip friction dampers: Theoretical analysis and experimental investigation. In: The Structural Design of Tall and Special Buildings, vol. 29, no. 15, pp. 1 – 15, 2020. doi: https://doi.org/10.1002/tal.1789. Deeves, B., Woods, J., 2025. Assessing the structural behaviour of timber-steel composite beams using distributed fibre optic sensors. In: World Conference of Timber Engineering (WCTE). https://doi.org/10.52202/080513-0194. Dickof, C., 2013. CLT Infill Panels in Steel Moment Resisting Frames as a Hybrid Seismic Force Resisting System. Master of Applied Science in the Faculty of Graduate Studies, Civil Engineering, University of British Columbia, Vancouver. http://hdl.handle.net/2429/44209. Dong, H., He, M., Christopoulos, C., Li, Z., 2021. Quasi-static tests and parametric simulations of hybrid steel frame and light wood shear walls with frictional dampers. In: Eng Struct, vol. 228, Feb. 2021. doi: 10.1016/j.engstruct.2020.111485. ECCS TC11 WG 6 Interim Report of ECCS TC11/WG6: Steel-Timber Hybrid Structures, 2024. State of art on Steel-Timber-(Concrete) Structures. Copyright © 2024 ECCS – European Convention for Constructional Steelwork. ISBN: 978-92-9147-199-7. EN 1998-1: 2005: Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. The European Committee for Standardization, Brussels (CEN, French: Comité Européen de Normalisation). Faggiano, B., Iovane, B., 2016. First considerations on the design approach and criteria for seismic resistant and bracing timber frames. In: World Conference on Timber Engineering (WCTE2016), 22 ‐ 25 August, Vienna, Austria, CD ‐ ROM. Eds.: J. Eberhardsteiner, W. Winter, A. Fadai, M. Pöll, Publisher: Vienna University of Technology, Austria, ISBN:978-3-903024-35-9. Full paper ID1094. Faggiano, B., Iovane, G., Tartaglia, R., Ciccone, G., Landolfo, R., Mazzolani, F.,M., Andreolli, M., Tomasi, R., Piazza, M., 2019. Numerical simulation of monotonic tests on beam-column timber joints equipped with steel links for heavy timber seismic resistant MRF. In: International Conference on Numerical Analysis and Applied Mathematics 2018, ICNAAM 2018. ISBN:978-073541854-7. DOI:10.1063/1.5114268. Faggiano, B., Sandoli, A., Iovane, G., Fragiacomo, M., Bedon, C., Cubana, A., Ceraldi, C., Follesa, M., Gattesco, N., Giubileo, C., Lauriola, M.,P., Podestà, S., Calderoni, B., 2022. The Italian instructions for the design, execution and control of timber construction (CNR-DT 206 R1/2018). In: Engineering Structures, 253 (175). ISSN 0141-0296, DOI: 10.1016/j.engstruct.2021.113753. Gao,Y., Song, X., 2025. Experimental Study on the Synergistic Lateral Resistance of CLT Walls and Tension-only Braced Frames. In: World Conference of Timber Engineering (WCTE). https://doi.org/10.52202/080513-0527. Hashemi, A., Masoudnia, R., P. Quenneville, P., 2016. Seismic performance of hybrid self-centring steel-timber rocking core walls with slip friction connections. In: J Constr Steel Res, vol. 126, pp. 201 – 213, Nov. 2016. doi: 10.1016/j.jcsr.2016.07.022. Hassanieh, A., Valipour, H., Bradford, M., 2016. Experimental and analytical behaviour of steel-timber composite connections. In: Construction and Building Materials, vol. 118, no. 118, pp. 63-75, 2016. He, M., Li, Z., Lam, F., Ma, R., Ma, Z., 2014. Experimental Investigation on Lateral Performance of Timber-Steel Hybrid Shear Wall Systems. In: Journal of Structural Engineering, vol. 140, no. 6, Jun. 2014. doi: 10.1061/(asce)st.1943-541x.0000855. Hsu, C., Chen, S., Yeh, M., Tsai, M., 2025. Structural performance, economic benefits and environmental impact between steel structure, steel timber hybrid structure and timber structure in high seismic zone. In: World Conference of Timber Engineering (WCTE). https://doi.org/10.52202/080513-0219. Iovane, G., Faggiano, B., 2025. Seismic timber frames with steel link: mechanical characterization through numerical investigation. In: World Conference of Timber Engineering (WCTE). https://doi.org/10.52202/080513-0166. Iovane, G., Oliva, V., Faggiano, B., 2023a. Design and analysis of dissipative seismic resistant heavy timber frame structures equipped with steel links. In. Procedia Structural Integrity, 44 (2023) 1864-1869, 2023. Online ISSN: 2452-3216. DOI: 10.1016/j.prostr.2023.01.238. Iovane, G., Rodrigues, L., Branco, J., Faggiano, B., 2023b. Monotonic tests on beam-to-column joint with steel link for timber seismic resistant structures. In. World Conference on Timber Engineering (WCTE 2023). doi:10.52202/069179-0288. ISBN:9781713873297. Jamil, M., Quenneville, P., Clifton, G.,C., 2015. Scaled shake table tests of a novel gravity rocking moment frame system. In: 2015 NZSEE Conference. Kia, L., Valipour, H.R., 2021. Composite timber-steel encased columns subjected to concentric loading. In: Engineering Structures, vol. 232, no. 111825, 2021. Krauss, K., Tombleson, J., Newcombe, M.,P., 2025. Design and testing of ductile moment-resisting timber frame connections. In: World Conference of Timber Engineering (WCTE). https://doi.org/10.52202/080513-0437. Kyvelou, P., Gardner, L., Nethercot, D., 2015. Composite Action between Cold-Formed Steel Beams and Wood-Based Floorboards. In: International Journal of Structural Stability and Dynamics, vol. 15, no. 8, Dec. 2015. doi: 10.1142/S0219455415400295. Kyvelou, P., Reynolds, T., Beckett, C., Huang, Y., 2021. Experimental investigation on composite panels of cold-formed steel and timber. In: Eng Struct, vol. 247, Nov. 2021. doi: 10.1016/j.engstruct.2021.113186. Landolfo, R., Fiorino, L., Della Corte, G., 2006. Seismic behaviour of sheathed cold-formed structures: physical tests. In: Journal of Structural Engineering. ASCE. ISSN 0733-9445/2006/4. Vol. 132, No. 4, pp. 570-581, 2006. doi:10.1061/(ASCE)0733-9445(2006)132:4(570)). Laughery, D., Fischer, E., Phillips, A., 2025. Investigating novel steel-timber connections and the effects of knurling through experimental direct shear testing. In: World Conference of Timber Engineering (WCTE). https://doi.org/10.52202/080513-0536. Li Z., Chen, F., He, M., Zhou, R., Cui, Y., Sun, Y., He, G., 2021. Lateral Performance of Self-Centering Steel – Timber Hybrid Shear Walls with Slip-Friction Dampers: Experimental Investigation and Numerical Simulation. In: Journal of Structural Engineering, vol. 147, no. 1, Jan. 2021. doi: 10.1061/(asce)st.1943-541x.0002850. Li, Y., Shen, H., Shan, W., Han, T., 2012. Flexural behaviour of lightweight bamboo-steel composite slabs. In: Thin-Walled Structures, vol. 53, pp. 83 – 90, Apr. 2012. doi: 10.1016/j.tws.2012.01.001. Li, Z., He, M., Ma, Z., Wang, K., Ma, R., 2016. In-Plane Behaviour of Timber-Steel Hybrid Floor Diaphragms: Experimental Testing and Numerical Simulation. In: Journal of Structural Engineering, vol. 142, no. 12, 2016. doi: 10.1061/(ASCE)ST.1943-541X.0001601.