Technical Papers
Sep 1, 2022

Factors Affecting the Seismic Analysis of Historical Masonry Structures: Case of a Single-Nave Church Damaged during the 2009 L’Aquila Earthquake

Publication: Journal of Architectural Engineering
Volume 28, Issue 4

Abstract

The post-earthquake seismic assessment of buildings is usually performed through numerical methods. Geometrical simplifications of the structure are often introduced. Moreover, the seismic input is evaluated following the indications of reference standards, although overestimated forces may be obtained compared with those that actually occurred. In this paper, through the case study of a single-nave church, the significant influence of the geometric modeling of the roof on the structural response and the importance of the correct definition of the seismic input in post-earthquake analyses are shown, even in the case of very simple structural organisms. A preliminary limit analysis and nonlinear static analyses, after the definition of new response spectra based on a subset of the recorded ground accelerations, have been performed. The decisive role played by the correct geometric modeling and the proposed response spectra in the simulation of the overall response and damage status is shown. Finally, the importance of the method in the design of retrofitting works is highlighted through the basic example of the numerical response of the structure reinforced with CFRP composite.

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Acknowledgments

This study was conducted as part of project CH2V – Cultural Heritage Hazard and Vulnerability, Program Piano di incentivi per la ricerca di Ateneo 2020/2022 (Pia.ce.ri.), with the financial support of University of Catania, Italy. The authors are grateful to A. Distefano, F. Raffa, M. Cristaldi, and S. Catania for their contributions to the architectural survey and preliminary numerical simulations.

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Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 28Issue 4December 2022

History

Received: Jan 7, 2021
Accepted: May 11, 2022
Published online: Sep 1, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 1, 2023

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Ph.D., Associate Professor, Dept. of Civil Engineering and Architecture, Univ. of Catania, via Santa Sofia, 64, 95123 Catania, Italy (corresponding author). ORCID: https://orcid.org/0000-0002-6468-9746. Email: [email protected]
Ph.D., Laboratory Head, Dept. of Civil Engineering and Architecture, Univ. of Catania, via Santa Sofia, 64, 95123 Catania, Italy. ORCID: https://orcid.org/0000-0002-3441-0070. Email: [email protected]
Salvatore Gazzo [email protected]
Ph.D., Research fellow, Dept. of Civil Engineering and Architecture, Univ. of Catania, via Santa Sofia, 64, 95123 Catania, Italy. Email: [email protected]
Research Grantee, Dept. of Civil Engineering and Architecture, Univ. of Catania, via Santa Sofia, 64, 95123 Catania, Italy. ORCID: https://orcid.org/0000-0003-1351-9701. Email: [email protected]

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