Observed damage and simplified risk assessment of Italian masonry bell towers struck by past seismic events
Author:
Funder
Fundação para a Ciência e a Tecnologia
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10518-024-01878-0.pdf
Reference60 articles.
1. Acito M, Chesi C, Milani G, Torri S (2016) Collapse analysis of the clock and fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: lesson learned and reconstruction hypotheses. Constr Build Mater 115:193–213
2. Acito M, Garofane MS, Magrinelli E, Milani G (2021) The 2016 Central Italy seismic sequence: linear and non-linear interpretation models for damage evolution in S. Agostino’s church in Amatrice. Bull Earthq Eng 19:1467–1507
3. Archivio Macrosismico G (1995) Studi preliminari di terremoti attraverso i repertori sismologici. Arch macrosismico del GNDT, Milano
4. Augenti N, Parisi F (2010) Learning from construction failures due to the 2009 L’Aquila, Italy, earthquake. J Perform Constr Facil 24:536–555
5. Baker JW (2015) Efficient analytical fragility function fitting using dynamic structural analysis. Earthq Spectra 31:579–599
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
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3. Correction: Observed damage and simplified risk assessment of Italian masonry bell towers struck by past seismic events;Bulletin of Earthquake Engineering;2024-04-09
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