Bayesian and deterministic surrogate-assisted approaches for model updating of historical masonry towers
Author:
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13349-022-00594-0.pdf
Reference60 articles.
1. Mallardo V, Malvezzi R, Milani E, Milani G (2008) Seismic vulnerability of historical masonry buildings: a case study in ferrara. Eng Struct 30(8):2223–2241. https://doi.org/10.1016/j.engstruct.2007.11.006
2. Bassoli E, Vincenzi L, D’Altri AM, de Miranda S, Forghieri M, Castellazzi G (2018) Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower. Struct Control Health Monit 25(5):2150. https://doi.org/10.1002/stc.2150
3. Barbieri G, Biolzi L, Bocciarelli M, Fregonese L, Frigeri A (2013) Assessing the seismic vulnerability of a historical building. Eng Struct 57:523–535. https://doi.org/10.1016/j.engstruct.2013.09.045
4. Ramos LF, Marques L, Lourenço PB, Roeck GD, Campos-Costa A, Roque J (2010) Monitoring historical masonry structures with operational modal analysis: two case studies. Mech Syst Signal Process 24(5):1291–1305. https://doi.org/10.1016/j.ymssp.2010.01.011
5. Boscato G, Ceravolo R, Russo S, Zanotti Fragonara L (2015) Global sensitivity-based model updating for heritage structures. Comput Aided Civ Infrastruct Eng 30(8):620–635. https://doi.org/10.1111/mice.12138
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