PSI - Issue 44
Gabriele Guerrini et al. / Procedia Structural Integrity 44 (2023) 1877–1884 Gabriele Guerrini et al. / Structural Integrity Procedia 00 (2022) 000 – 000
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would like to thank all parties involved in this project: DICAr/University of Pavia and EUCENTRE Foundation laboratory staff, together with DPC-ReLUIS and NAM. The valuable advice of R. Pinho, G. Magenes and A. Penna was essential to the study and is gratefully acknowledged. Special thanks go also to S. Bracchi for his support in the development of the numerical models. References American Society of Civil Engineers (ASCE), 2017. Seismic evaluation and retrofit of existing buildings; ASCE/SEI 41-17. American Society of Civil Engineers, Reston, VA, USA. American Wood Council (AWC), 2015. Special design provisions for wind and seismic; ANSI/AF&PA SDPWS-2015. American Wood Council, Washington, DC, USA. Babaeidarabad, S., Arboleda, D., Loreto, G., Nanni, A., 2014. Shear strengthening of unreinforced concrete masonry walls with fabric-reinforced cementitious-matrix. Construction and Building Materials 65, 243-253. 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Earthquake Engineering & Structural Dynamics 43(2), 247-266. DOI: 10.1002/eqe.2342 Miglietta, M., Damiani, N., Guerrini, G., Graziotti, F., 2021. Full ‐ scale shake ‐ table tests on two unreinforced masonry cavity ‐ wall buildings: effect of an innovative timber retrofit. Bulletin of Earthquake Engineering 19(6), 2561 – 2596. DOI: 10.1007/s10518-021-01057-5 Penna, A., Lagomarsino, S., Galasco, A., 2014. A nonlinear macroelement model for the seismic analysis of masonry buildings. Earthquake Engineering & Structural Dynamics 43(2), 159-179. DOI:10.1002/eqe.2335 Podestà, S., Scandolo, L., 2019. Earthquakes and tie-rods: assessment, design, and ductility issues. International Journal of Architectural Heritage 13(3), 329-339. DOI: 10.1080/15583058.2018.1563239 Senaldi, I.E., Guerrini, G., Comini, P., Graziotti, F., Penna, A., Beyer, K., Magenes, G., 2020. Experimental seismic performance of a half-scale stone masonry building aggregate. Bulletin of Earthquake Engineering 18(2), 609-643. 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