Top 10 pubblications of our consultants

Damiani, N., Guerrini, G., Graziotti, F. (2024). Design procedure for a timber-based seismic retrofit applied to masonry buildings. Engineering Structures, Vol. 301,116991. doi:https://doi.org/10.1016/j.engstruct.2023.116991.

Tondelli, M., Comini, P., Mazzella, L., Meilink, W., Reitsema, S., Tomassetti, U. & Galasco, A. (2024). Optimizing seismic assessment and retrofit: a multi-level approach. Paper presented at the 18th World Conference on Earthquake Engineering in Milan. Link for download.

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. doi:10.1007/s10518-019-00631-2

Guerrini, G., Senaldi, I. E., Graziotti, F., Magenes, G., Beyer, K., & Penna, A. (2019). Shake-table test of a strengthened stone masonry building aggregate with flexible diaphragms. International Journal of Architectural Heritage, 13(7), 1078-1097. doi:10.1080/15583058.2019.1635661

Bracchi, S., Cattari, S., Degli Abbati, S., Lagomarsino, S., Magenes, G., Mandirola, M., Marino, S., Penna, A. & Rota, M.(2019). RINTC-E project: Towards the seismic risk of retrofitted existing Italian URM buildings, in COMPDYN Proceedings. doi:10.7712/120119.7296.20015

Graziotti, F., Guerrini, G., Rossi, A., Andreotti, G., & Magenes, G. (2018). Proposal for an improved procedure and interpretation of ASTM C1531 for the in situ determination of brick-masonry shear strength. Paper presented at the ASTM Special Technical Publication, STP 1612 13-33. doi:10.1520/STP161220170181

Graziotti, F., Penna, A., & Magenes, G. (2018). A comprehensive in situ and laboratory testing programme supporting seismic risk analysis of URM buildings subjected to induced earthquakes. Bulletin of Earthquake Engineering, doi:10.1007/s10518-018-0478-6

Di Ludovico, M., Digrisolo, A., Moroni, C., Graziotti, F., Manfredi, V., Prota, A., Dolce, M., Manfredi, G. (2018). Remarks on damage and response of school buildings after the central Italy earthquake sequence. Bulletin of Earthquake Engineering, 1-22. doi:10.1007/s10518-018-0332-x

Guerrini, G., Graziotti, F., Penna, A., & Magenes, G. (2017). Improved evaluation of inelastic displacement demands for short-period masonry structures. Earthquake Engineering and Structural Dynamics, 46(9), 1411-1430. doi:10.1002/eqe.2862

Tondelli, M., Beyer, K., & DeJong, M. (2016). Influence of boundary conditions on the out-of-plane response of brick masonry walls in buildings with RC slabs. Earthquake Engineering and Structural Dynamics, 45(8), 1337-1356. doi:10.1002/eqe.2710

Graziotti, F., Penna, A., & Magenes, G. (2016). A nonlinear SDOF model for the simplified evaluation of the displacement demand of low-rise URM buildings. Bulletin of Earthquake Engineering, 14(6), 1589-1612. doi:10.1007/s10518-016-9896-5

Penna, A., Mandirola, M., Rota, M. & Magenes, G. (2015). Experimental assessment of the in-plane lateral capacity of autoclaved aerated concrete (AAC) masonry walls with flat-truss bed-joint reinforcement. Construction & Building Materials, 82 (2015): 155-166. doi:10.1016/j.conbuildmat.2015.02.057

Penna, A., Lagomarsino, S., & Galasco, A. (2014). A nonlinear macroelement model for the seismic analysis of masonry buildings. Earthquake Engineering and Structural Dynamics, 43(2), 159-179. doi:10.1002/eqe.2335

Lagomarsino, S., Penna, A., Galasco, A., & Cattari, S. (2013). TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings. Engineering Structures, 56, 1787-1799. doi:10.1016/j.engstruct.2013.08.002