Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio

References

• Alaggio, R., Aloisio, A., Antonacci, E., and Cirella, R., 2021. Two-years static and dynamic monitoring of the Santa Maria di Collemaggio basilica. Construction and Building Materials, 268, 121069.
   Google Scholar
• Aloisio, A., Antonacci, E., Fragiacomo, M., and Alaggio, R., 2021. The Recorded Seismic Response of the Santa Maria Di Collemaggio Basilica to Low-intensity Earthquakes. International Journal of Architectural Heritage, 15 (1), 229–247.
   Google Scholar
• Amari, K., A. A. Foufa, M. C. Zouaoui, and G. Uva. 2020. Seismic vulnerability of masonry lighthouses: A study of the bengut lighthouse, Dellys, Boumerdès, Algeria. Buildings 10 (12):247. doi:10.3390/buildings10120247.
   Web of Science ®Google Scholar
• Antonacci, E., A. Aloisio, D. Galeota, and R. Alaggio. 2020. The S. Maria di Collemaggio Basilica: From vulnerability assessment to first results of SHM. Journal of Architectural Engineering 26 (3):05020007. doi:10.1061/(ASCE)AE.1943-5568.0000426.
   Web of Science ®Google Scholar
• Antonacci, E., Beolchini, G.C., Di Fabio, F., and Gattulli, V., 2001. Retrofitting effects on the dynamic behaviour of S.Maria di Collemaggio. Computational Engineering, Tenth International Conference on Computational Methods and Experimantal Measurements. 479–488
   Google Scholar
• Bergamasco, I., A. Gesualdo, A. Iannuzzo, and M. Monaco. 2018. An integrated approach to the conservation of the roofing structures in the Pompeian Domus. Journal of Cultural Heritage 31:141–51. doi:10.1016/j.culher.2017.12.006.
   Web of Science ®Google Scholar
• Betti, M., and A. Vignoli. 2011. Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy). Construction and Building Materials 25 (12):4308–24. doi:10.1016/j.conbuildmat.2010.12.028.
   Web of Science ®Google Scholar
• Binda, L., and A. Saisi. 2005. Research on historic structures in seismic areas in Italy. Progress in Structural Engineering and Materials 7 (2):71–85. doi:10.1002/pse.194.
   Google Scholar
• Binda, L., C. Tiraboschi, and G. Baronio. 2003. On-site investigation on the remains of the Cathedral of Noto. Construction and Building Materials 17:543–55. doi:10.1016/S0950-0618(03)00057-6.
   Web of Science ®Google Scholar
• Brandonisio, G., G. Lucibello, E. Mele, and A. De Luca. 2013. Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake. Engineering Failure Analysis 34:693–714. doi:10.1016/j.engfailanal.2013.01.021.
   Web of Science ®Google Scholar
• Briseghella, B., C. Demartino, A. Fiore, C. Nuti, C. Sulpizio, I. Vanzi, D. Lavorato, and G. Fiorentino. 2019. Preliminary data and field observations of the 21st August 2017 Ischia earthquake. Bulletin of Earthquake Engineering 17:1221–56. doi:10.1007/s10518-018-0490-x.
   Web of Science ®Google Scholar
• Brumana, R., S. Della Torre, M. Previtali, L. Barazzetti, L. Cantini, D. Oreni, and F. Banfi. 2018. Generative HBIM modelling to embody complexity (LOD, LOG, LOA, LOI): Surveying, preservation, site intervention—the Basilica di Collemaggio (L’Aquila). Applied Geomatics 10:545–67. doi:10.1007/s12518-018-0233-3.
   Google Scholar
• Carbonara, G., R. Mancini, and B. A. Vivio, 2014. Progetto “Ripartire da Collemaggio”, Relazione Storica. (internal document - copyright ENI S.p.a).
   Google Scholar
• Cartapati, E. 2012. Discussion 2 on “Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake” by G.P. Cimellaro, A.M. Reinhorn and A. De Stefano. Earthquake Engineering and Engineering Vibration 11 (2):289–90. doi:10.1007/s11803-012-0120-6.
   Web of Science ®Google Scholar
• Chellini, G., L. Nardini, B. Pucci, W. Salvatore, and R. Tognaccini. 2014. Evaluation of seismic vulnerability of Santa Maria del Mar in Barcelona by an integrated approach based on terrestrial laser scanner and finite element modeling. International Journal of Architectural Heritage 8 (6):795–819. doi:10.1080/15583058.2012.747115.
   Web of Science ®Google Scholar
• Ciampi, V. 2012. Discussion 1 on “Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake” by G.P. Cimellaro, A.M.Reinhorn and A. De Stefano. Earthquake Engineering and Engineering Vibration 11 (2):281–82. doi:10.1007/s11803-012-0118-0.
   Web of Science ®Google Scholar
• Cimellaro, G. P., A. M. Reinhorn, A. De Stefano, E. Cartapati, V. Ciampi, and E. Cartapati. 2011. Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake. Earthquake Engineering and Engineering Vibration 10 (1):153–61. doi:10.1007/s11803-011-0054-4.
   Web of Science ®Google Scholar
• Clementi, F., V. Gazzani, M. Poiani, and S. Lenci. 2016. Assessment of seismic behaviour of heritage masonry buildings using numerical modelling. Journal of Building Engineering 8:29–47. doi:10.1016/j.jobe.2016.09.005.
   Web of Science ®Google Scholar
• Coronelli, D., B. Caggioni, and F. Zanella. 2015. Cathedral of Milan: Structural history of the load-bearing system. International Journal of Architectural Heritage 9 (4):510–28. doi:10.1080/15583058.2013.821541.
   Web of Science ®Google Scholar
• Crespi, P., A. Franchi, N. Giordano, M. Scamardo, and P. Ronca. 2016. Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio. Engineering Structures 129:81–90. doi:10.1016/j.engstruct.2016.05.045.
   Web of Science ®Google Scholar
• Crisfield, M. A. 1986. Snap‐through and snap‐back response in concrete structures and the dangers of under‐integration. International Journal for Numerical Methods in Engineering 22:751–67. doi:10.1002/nme.1620220314.
   Web of Science ®Google Scholar
• De Matteis, G., Criber, E., and Brando, G., 2016. Damage Probability Matrices for Three-Nave Masonry Churches in Abruzzi after the 2009 LAquila Earthquake. International Journal of Architectural Heritage, 10 (2-3), 120–145.
   Google Scholar
• De Matteis, G., V. Corlito, M. Guadagnuolo, and A. Tafuro. 2020. Seismic vulnerability assessment and retrofitting strategies of italian masonry churches of the Alife-Caiazzo Diocese in Caserta. International Journal of Architectural Heritage 14 (8):1180–95. doi:10.1080/15583058.2019.1594450.
   Web of Science ®Google Scholar
• Formisano, A., and G. Milani. 2019. Seismic vulnerability analysis and retrofitting of the SS. Rosario church bell tower in Finale Emilia (Modena, Italy). Frontiers in Built Environment 28 (May):2019.
   Google Scholar
• Gattulli, V., E. Antonacci, and F. Vestroni. 2013. Field observations and failure analysis of the Basilica S. Maria di Collemaggio after the 2009 L’Aquila earthquake. Engineering Failure Analysis 34:715–34. doi:10.1016/j.engfailanal.2013.01.020.
   Web of Science ®Google Scholar
• Gattulli, V., Graziosi, F., Federici, F., Potenza, F., Colarieti, A., and Lepidi, M., 2013. Structural health monitoring of the Basilica S. Maria di Collemaggio. Research and Applications in Structural Engineering, Mechanics and Computation - Proceedings of the 5th International Conference on Structural Engineering, Mechanics and Computation. 2291–2296.
   Google Scholar
• Giordano, N., P. Crespi, and A. Franchi. 2017. Flexural strength-ductility assessment of unreinforced masonry cross-sections: Analytical expressions. Engineering Structures 148:399–409. doi:10.1016/j.engstruct.2017.06.047.
   Web of Science ®Google Scholar
• Guadagnuolo, M., G. Faella, A. Donadio, and L. Ferri. 2014. Integrated evaluation of the Church of S. Nicola di Mira: Conservation versus safety. Engineering Structures 68:53–65.
   Google Scholar
• Guadagnuolo, M., M. Nuzzo, and G. Faella. 2018. The Corpus Domini bell tower: Conservation and safety. Procedia Structural Integrity 11:444–51. doi:10.1016/j.prostr.2018.11.057.
   Google Scholar
• Jain, A., M. Acito, and C. Chesi. 2020. Seismic sequence of 2016–17: Linear and non-linear interpretation models for evolution of damage in San Francesco church, Amatrice. Engineering Structures 211:110418. doi:10.1016/j.engstruct.2020.110418.
   Web of Science ®Google Scholar
• JCSS. 2011. Probabilistic model code - Part 3: Resistance models - 3.2 masonry properties.
   Google Scholar
• Lagomarsino, S., and S. Cattari. 2015. Perpetuate guidelines for seismic performance-based assessment of cultural heritage masonry structures. Bulletin of Earthquake Engineering 13 (1):13–47. doi:10.1007/s10518-014-9674-1.
   Web of Science ®Google Scholar
• Longarini, N., P. Crespi, and M. Scamardo. 2020. Numerical approaches for cross-laminated timber roof structure optimization in seismic retrofitting of a historical masonry church. Bulletin of Earthquake Engineering 18:487–512. doi:10.1007/s10518-019-00661-w.
   Web of Science ®Google Scholar
• Lourenço, P. B., K. J. Krakowiak, F. M. Fernandes, and L. F. Ramos. 2007. Failure analysis of monastery of Jeronimos, Lisbon: How to learn from sophisticated numerical models. Engineering Failure Analysis 14 (2):280–300. doi:10.1016/j.engfailanal.2006.02.002.
   Web of Science ®Google Scholar
• Lourenço, P. B., M. P. Ciocci, F. Greco, G. Karanikoloudis, C. Cancino, D. Torrealva, and K. Wong. 2019. Traditional techniques for the rehabilitation and protection of historic earthen structures: The seismic retrofitting project. International Journal of Architectural Heritage 13 (1):15–32. doi:10.1080/15583058.2018.1497232.
   Web of Science ®Google Scholar
• Micelli, F., and A. Cascardi. 2020. Structural assessment and seismic analysis of a 14th century masonry tower. Engineering Failure Analysis 107:104198. doi:10.1016/j.engfailanal.2019.104198.
   Web of Science ®Google Scholar
• Midas FEA. Analysis manual. 2015.
   Google Scholar
• Milani, G. 2013. Lesson learned after the Emilia-Romagna, Italy, 20-29 May 2012 earthquakes: A limit analysis insight on three masonry churches. Engineering Failure Analysis 34:761–78. doi:10.1016/j.engfailanal.2013.01.001.
   Web of Science ®Google Scholar
• Milani, G., and M. Valente. 2015. Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms. Engineering Failure Analysis 47 (PA):129–61. doi:10.1016/j.engfailanal.2014.09.016.
   Google Scholar
• Ministero delle Infrastrutture e dei trasporti. 2009. Istruzioni per l'applicazione delle Nuove Norme Tecniche per le Costruzioni di cui al decreto ministeriale 14/01/2008. Circolare n. 617 del 02/02/2009, Rome, Italy (Commentary to the Italian Design Building Code, only in Italian).
   Google Scholar
• Ministero delle Infrastrutture e dei trasporti. 2008. Nuove Norme Tecniche per le Costruzioni - Decreto Ministeriale del 14/01/2008, Rome, Italy (NTC2008 - Italian Design Building Code, only in Italian).
   Google Scholar
• Oreni, D., R. Brumana, S. Della Torre, and F. Banfi. 2017. Survey, HBIM and conservation plan of a monumental building damaged by earthquake. International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences - ISPRS Archives XLII-5/W1:337–42. doi:10.5194/isprs-archives-XLII-5-W1-337-2017.
   Google Scholar
• Oreni, D., R. Brumana, S. Della Torre, F. Banfi, L. Barazzetti, and M. Previtali. 2014. Survey turned into HBIM: The restoration and the work involved concerning the Basilica di Collemaggio after the earthquake (L’Aquila). ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences II–5:267–73. doi:10.5194/isprsannals-II-5-267-2014.
   Google Scholar
• Preciado, A., J. C. Santos, C. Silva, A. Ramirez-Gaitan, and J. M. Falcon. 2020. Seismic damage and retrofitting identification in unreinforced masonry churches and bell towers by the september 19, 2017 (Mw = 7.1) Puebla-Morelos earthquake. Engineering Failure Analysis 118:104924. doi:10.1016/j.engfailanal.2020.104924.
   Web of Science ®Google Scholar
• Roca, P., M. Cervera, L. Pelà, R. Clemente, and M. Chiumenti. 2013. Continuum FE models for the analysis of Mallorca Cathedral. Engineering Structures 46:653–70. doi:10.1016/j.engstruct.2012.08.005.
   Web of Science ®Google Scholar
• Sextos, A., R. De Risi, A. Pagliaroli, S. Foti, F. Passeri, E. Ausilio, R. Cairo, M. C. Capatti, F. Chiabrando, A. Chiaradonna, et al. 2018. Local site effects and incremental damage of buildings during the 2016 central Italy earthquake sequence. Earthquake Spectra 34 (4):1639–69. doi:10.1193/100317EQS194M.
   Web of Science ®Google Scholar
• Tringali, S., R. De Benedictis, R. La Rosa, C. Russo, A. Bramante, C. Gavarini, G. Valente, V. Ceradini, C. Tocci, S. Tobriner, et al. 2003. The reconstruction of the Cathedral of Noto. Construction and Building Materials 17:573–78. doi:10.1016/S0950-0618(03)00052-7.
   Web of Science ®Google Scholar
• University of L’Aquila. In-situ experimental tests, Basilica di Collemaggio (internal document). 2014.
   Google Scholar
• Vecchio, F. J., and M. P. Collins. 1993. Compression response of cracked reinforced concrete. Journal of Structural Engineering 119 (12):3590–610. doi:10.1061/(ASCE)0733-9445(1993)119:12(3590).
   Web of Science ®Google Scholar
• Zucca, M., A. Franchi, P. Crespi, N. Longarini, and P. Ronca. 2018. The new foundation system for the transept reconstruction of the basilica di collemaggio. Proceedings of the International Masonry Society Conferences (222279):2441–50.
   Google Scholar
• Zucca, M., P. G. Crespi, N. Longarini, and M. A. Scamardo. 2020. The new foundation system of the Basilica di Collemaggio’s transept. International Journal of Masonry Research and Innovation 5 (1):67–84. doi:10.1504/IJMRI.2020.104846.
   Web of Science ®Google Scholar