Stone Architecture in Abruzzo: Seismic Risk Analysis of Bell Tower of the Church of San Lorenzo in San Buono

Document Type : Original Article

Author

Dipartimento di Ingegneria Civile, Edile e Architettura (DICEA), Università Politecnica delle Marche, via B. Bianche, Ancona, Italy

Abstract

The church of San Lorenzo in San Buono (Italy) is unique in the local landscape due to its technical, and architectural features. The building, whose construction dates from the 14th century to the mid-20th century, was realized by the most important designers in the region. The bell tower is an element characterized by refined neoclassicism and testifies to a remarkable episode of the permanence of the neoclassical style in Abruzzo until the first decades of the 20th century.The present study illustrates both a technological-constructive analysis of the building and an assessment of the seismic risk of the bell tower, to present an important point for the knowledge of the artefact with regard to possible conservative restoration works. The seismic risk analyses are carried out for two different structural configurations and two different typologies allowed by the Italian building codes for monumental masonry buildings: simplified linear and non-linear static. The study illustrates how the presence of the adjacent structure significantly alters the structural behavior of the masonry tower, both in terms of displacement and propagation of the crack pattern. The differences in the results of the non-linear calculation and the expeditious methods suggested by the standard are highlighted as well.

Graphical Abstract

Stone Architecture in Abruzzo: Seismic Risk Analysis of Bell Tower of the Church of San Lorenzo in San Buono

Keywords

Main Subjects


  1. Biraghi MS. Storia dell'architettura contemporanea I 1750-1945: Einaudi; 2008.
  2. Curl JS. Lawrence Weaver (Book Review). RSA Journal. 1989;138(5401):63. https://doi.org/10.1080/13556207.1996.10785173
  3. Raycheva R. An Empire Style Furniture Set at Nedkovich House, Old Town Plovdiv. Architecture and Urban Planning. 2015;10(1):49-54. https://doi.org/10.1515/aup-2015-0007
  4. Zevi B, Zevi B, Zevi B, Architect I, Zevi B. Storia dell'architettura moderna: Einaudi Turin; 1953.
  5. Ozturk B. Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey. Bulletin of Earthquake Engineering. 2017;15:3103-23. https://doi.org/10.1007/s10518-016-0082-6
  6. Güney D, Aydin E, Öztürk B, editors. The evaluation of damage mechanism of unreinforced masonry buildings after Van (2011) and Elazig (2010) Earthquakes. Journal of Physics: Conference Series; 2015: IOP Publishing.
  7. Li S-Q. Empirical resilience and vulnerability model of regional group structure considering optimized macroseismic intensity measure. Soil Dynamics and Earthquake Engineering. 2023;164:107630. https://doi.org/10.1016/j.soildyn.2022.107630
  8. Li S-Q, Chen Y-S, Liu H-B, Del Gaudio C. Empirical seismic vulnerability assessment model of typical urban buildings. Bulletin of Earthquake Engineering. 2023;21(4):2217-57. https://doi.org/10.1007/s10518-022-01585-8
  9. Li S-Q. Improved seismic intensity measures and regional structural risk estimation models. Soil Dynamics and Earthquake Engineering. 2024;176:108256. https://doi.org/10.1016/j.soildyn.2023.108256
  10. Li S-Q, Gardoni P. Empirical seismic vulnerability models for building clusters considering hybrid intensity measures. Journal of Building Engineering. 2023;68:106130. https://doi.org/10.1016/j.jobe.2023.106130
  11. Varagnoli C. La costruzione tradizionale in Abruzzo. Fonti materiali e tecniche costruttive dalla fine del Medioevo all’Ottocento, Roma. 2008. https://books.google.it/books?id=ks-C2XRFKH4C
  12. Rainieri C, Fabbrocino G, editors. Il periodo elastico delle torri in muratura: correlazioni empiriche per la previsione. XIV Congresso Nazionale L’Ingegneria Sismica in Italia, Bari; 2011.
  13. Le Costruzioni NNTP. NTC: Rome. Italy; 2018.