PSI - Issue 78
Tommaso Petrella et al. / Procedia Structural Integrity 78 (2026) 976–983
983
Magenes, G. and Calvi, G.M. (1997), In-plane seismic response of brick masonry walls. Earthquake Engng. Struct. Dyn., 26: 1091 1112. https://doi.org/10.1002/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6 Ministero delle Infrastrutture e dei Trasporti, 2018. Norme Tecniche per le Costruzioni (NTC 2018). Gazzetta Ufficiale, Italy. Penna, A., Morandi, P., Rota, M. et al. Performance of masonry buildings during the Emilia 2012 earthquake. Bull Earthquake Eng 12, 2255 – 2273 (2014). https://doi.org/10.1007/s10518-013-9496-6 Shabani A., Kioumarsi M.,Zucconi M., State of the art of simplified analytical methods for seismic vulnerability assessment of unreinforced masonry buildings, Engineering Structures, Volume 239, 2021, 112280, ISSN 0141-0296. https://doi.org/10.1016/j.engstruct.2021.112280. Sharma, S., Tomassetti, U., Graziotti, F., Magenes, G., 2021. Simplified methodologies for assessing the out-of-plane two-way bending seismic response of URM walls. In: Structures, 33, pp. 2839 – 2854. Tomassetti, U., Correia, A.A., Candeias, P.X.et al.Two-way bending out-of-plane collapse of a full-scale URM building tested on a shake table. Bull Earthquake Eng 17, 2165 – 2198 (2019). https://doi.org/10.1007/s10518-018-0507-5
Made with FlippingBook Digital Proposal Maker