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Coupled Deformation and Structural Analysis for the Damage Assessment of Cultural Heritage Buildings: The Case of a Masonry Church Exposed to Slow-Moving Landslides

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Structural Analysis of Historical Constructions (SAHC 2023)

Abstract

This paper presents the structural damage assessment of Nostra Signora della Bastia sanctuary, a historic masonry church located in the Liguria region (Italy) in an area affected by slow-moving landslides. The church exhibits extensive cracking and large deformations, which are mostly localized in the central and lateral naves. To identify the causes of damage and deformations, structural analysis was carried out in combination with crack-pattern surveys, laser scanner surveys and deformation analysis. The deformation analysis suggested potential causes of damage and allowed damage mechanisms to be preliminary identified. Following what emerged from the deformation analysis, graphic static and kinematic analyses were performed to assess the structural safety of the most damaged elements of the church. Although the graphic analyses indicated the presence of further causes of damage, they provided further insight into the structural response of the church, showing the potential offered by the combined use of deformation and structural analyses for the structural damage assessment of historic masonry structures.

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References

  1. Roca, P.: Considerations on the significance of history for the structural analysis of ancient constructions. In: Lourenço, P.B., Modena, C., Roca, P. (eds.) IV International Conference on Structural Analysis of Historical Constructions, pp. 63–73. Balkema, Amsterdam (2004)

    Google Scholar 

  2. Sacco, G.L.S., Ferrero, C., Calderini, C., Battini, C., Vecchiattini, R.: Effect of slow-moving landslides on a vaulted masonry building: the case of San Carlo Borromeo church in Cassingheno (Genova). In: Lancellotta, R., Viggiani, C., De Silva, F., Mele, L. (eds). Third international symposium on Geotechnical Engineering for the Preservation of Monuments and Historic Sites (2022)

    Google Scholar 

  3. Sacco, G.L.S., Ferrero, C., Battini, C., Calderini, C.: Combined use of deformation and structural analysis for the structural damage assessment of heritage buildings: a case study in the Liguria region (Italy). Eng. Failure Anal. 147, 107154 (2023)

    Google Scholar 

  4. Heyman, J.: The stone skeleton. Int. J. Solids Struct. 2(2), 249–279 (1966)

    Article  Google Scholar 

  5. Ferrero, C., Cambiaggi, L., Vecchiattini, R., Calderini, C.: Damage assessment of historic masonry churches exposed to slow-moving landslides. Int. J. Archit. Heritage 15(8), 1170–1195 (2021)

    Article  Google Scholar 

  6. Federici, P.R., Capitani, M., Chelli, A., Del Seppia, N., Serani, A.: Atlante dei Centri Abitati Instabili della Liguria. II. Provincia di Genova (Atlas of the unstable inhabited centres of Liguria. II. Genova province). Regione Liguria, Genova, Italy (2004)

    Google Scholar 

  7. Autorità di bacino distrettuale del fiume Po. Atlante dei Rischi Idraulici e Idrogeologici, Accessed 25 Oct 2018

    Google Scholar 

  8. Mamone, A.: Survey, analysis and diagnosis of Nostra Signora della Bastia Sanctuary in Busalla. University of Genoa (2017)

    Google Scholar 

  9. Shapiro, E.E.: Collapse mechanism of small-scale unreinforced masonry vaults. M.S. thesis in Building Technology, MIT (2012)

    Google Scholar 

  10. Ftool Software. https://www.ftool.com.br/Ftool/. Accessed 02 Jan 2023

  11. Roca, P., Cervera, M., Gariup, G., Pelà, L.; Structural analysis of masonry historical constructions. Classical and advanced approaches. Arch. Comput. Methods Eng. 17, 299–325 (2010)

    Google Scholar 

  12. Ferrero, C, Calderini, C, Roca, P.: Experimental response of a scaled dry-joint masonry arch subject to inclined support displacements. Eng. Struct. 253(2), 113804 (2022)

    Google Scholar 

  13. Ferrero, C, Calderini, C, Roca, P.: Effect of joint deformability on the experimental and numerical response of dry-joint masonry arches subjected to large support displacements. Eng. Struct. 275, 115236 (2023)

    Google Scholar 

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Acknowledgements

The authors would like to thank Arch. Andrea Mamone for the material provided on the case study and the possibility to access the building during the renovation works.

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Correspondence to Giulio Lucio Sergio Sacco .

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Ferrero, C., Sacco, G.L.S., Ferrero, M., Battini, C., Calderini, C. (2024). Coupled Deformation and Structural Analysis for the Damage Assessment of Cultural Heritage Buildings: The Case of a Masonry Church Exposed to Slow-Moving Landslides. In: Endo, Y., Hanazato, T. (eds) Structural Analysis of Historical Constructions. SAHC 2023. RILEM Bookseries, vol 46. Springer, Cham. https://doi.org/10.1007/978-3-031-39450-8_29

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  • DOI: https://doi.org/10.1007/978-3-031-39450-8_29

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-031-39449-2

  • Online ISBN: 978-3-031-39450-8

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