Dati sulla ricerca

  • Tipo di prodotto / pubblicazione: Articolo in rivista

[1] Zucconi M., Di Ludovico M,. Sorrentino L. Census-based typological usability fragility curves for Italian unreinforced masonry buildings. Bulletin of earthquake engineering. (2022). https://doi.org/10.1007/s10518-022-01361-8
[2] Ferracuti B., Imperatore S., Zucconi M., Colonna S., Damage to Churches after the 2016 Central Italy Seismic Sequence. Geosciences (Switzerland) (2022), 12(122), 1-29. https://doi.org/10.3390/geosciences12030122
[3] Zucconi M., Sorrentino L. Census-Based Typological Damage Fragility Curves and Seismic Risk Scenarios for Unreinforced Masonry Buildings. Geosciences (Switzerland) (2022), 12(45), 1–17. https://doi.org/10.3390/geosciences12010045
[4] Pozza L., Benedetti L., Tomei V., Ferracuti B., Zucconi M., & Mazzotti C. Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation. Construction and Building Materials (2021), 308(August), 125019, 1-19. https://doi.org/10.1016/j.conbuildmat.2021.125019
[5] Shabani A., Kioumarsi M., Zucconi M., State of the Art of Simplified Analytical Methods for Seismic Vulnerability Assessment of Unreinforced Masonry Buildings. Engineering Structures (2021), 239, 112280. https://doi.org/10.1016/j.engstruct.2021.112280
[6] Romano F., Alam M.S., Zucconi M., Faggella M., Barbosa A.R., Ferracuti B., Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building. Bulletin of Earthquake Engineering (2021), 19(1), 429–462. https://doi.org/10.1007/s10518-020-00994-x
[7] Zucconi M., Ferlito R., Sorrentino L., Typological Damage Fragility Curves for Unreinforced Masonry Buildings affected by the 2009 L’Aquila, Italy Earthquake. The Open Civil Engineering Journal (2021), 15(1), 117–134. https://doi.org/10.2174/1874149502115010117
[8] Ferracuti B., Savoia M., Zucconi M., RC frame structures retrofitted by FRP-wrapping: A model for columns under axial loading and cyclic bending. Engineering Structures (2020); 207, 110243, 1-14. https://doi.org/10.1016/j.engstruct.2020.110243
[9] Zucconi M., Ferlito R., Sorrentino L., Validation and extension of a statistical usability model for unreinforced masonry buildings with different ground motion intensity measures. Bulletin of Earthquake Engineering (2020), 18:767–795. https://doi.org/10.1007/s10518-019-00669-2
[10] Zucconi M., Ferlito R., Sorrentino L., Simplified survey form of unreinforced masonry buildings calibrated on data from the 2009 L’Aquila earthquake. Bulletin of Earthquake Engineering. (2018), 16:2877-2911. https://doi.org/10.1007/s10518-017-0283-7
[11] Romano F., Faggella M., Gigliotti R., Zucconi M., Ferracuti B., Comparative seismic loss analysis of an existing non-ductile RC building based on element fragility functions proposals. Engineering Structures (2018), 177:707–723. https://doi.org/10.1016/j.engstruct.2018.08.005
[12] Zucconi M., Sorrentino L., Ferlito R., Principal component analysis for a seismic usability model of unreinforced masonry buildings. Soil Dynamics and Earthquake Engineering (2017), 96: 64-75. https://doi.org/10.1016/j.soildyn.2017.02.014
[13] Baiocchi V., Dominici D., Ferlito R., Giannone F., Guarascio M., Zucconi M., Test of a building vulnerability model for L’Aquila earthquake. Applied Geomatics (2012), 4:95–103. https://doi.org/10.1007/s12518-011-0065-x
[14] Baiocchi V., Dominici D., Giannone F., Zucconi M., Rapid building damage assessment using EROS B data: The case study of L’Aquila earthquake. European Journal of Remote Sensing (2012), 44 (1):153-165. DOI:10.5721/ItJRS201244112.