Numerical assessment of the static and dynamic response of the basilica of St. Sotiri

Author:

Bilgin Huseyin1,Fule Zelina1

Affiliation:

1. EPOKA University

Abstract

Abstract Basilicas constructed in the post-Byzantine time in Balkans cover a period of 400 years, from the 16th century to the 19th century. These masonry religious objects are of particular interest due to their different building typologies, so it is important that they be saved for future generations. This paper analyses the static and dynamic response of the Basilica of St. Sotiri near Gjirokaster (Albania). The static response and dynamic properties of the church have been assessed using FEM technique. As a result, important information is obtained to determine the critical regions of the structure and the performance of the structure is investigated. The aim of this study is to point out that sophisticated numerical analysis methods can provide clear insight and information on interpreting the actual response of historical buildings. Authors believe that the approach and findings of this case study are applicable to a wide range of monumental churches.

Publisher

Research Square Platform LLC

Reference21 articles.

1. Seismic sensitivity analysis of Musa Palas historic masonry arch bridge by Tornado diagram;Bahreini V;J Build Rehabil,2022

2. Betti M., Facchini L., Biagini P., Seismic Analysis of Masonry Structures, Meccanica dei Materiali e delle Strutture, Vol. 3 (2012), no.3, pp. 9–20, ISSN: 2035‐679X

3. Betti, M.; Galano, L.; Vignoli, A. Finite element modelling for seismic assessment of historic masonry buildings. In Earthquakes and Their Impact on Society; Springer International Publishing: Cham, Switzerland, 2015; pp. 377–415.

4. Comparative Seismic Risk Assessment of Basilica-type Churches;Betti M;Journal of Earthquake Engineering,2018

5. Bilgin H, and Ramadani F. “Numerical Study to Assess the Structural Behavior of the Bajrakli Mosque (Western Kosovo)”, Advances in Civil Engineering, vol. 2021, Article ID 4620916, 17 pages, 2021.

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