PSI - Issue 78

Available online at www.sciencedirect.com

ScienceDirect

Procedia Structural Integrity 78 (2026) 497–504

© 2025 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of XX ANIDIS Conference organizers Keywords: seismic vulnerability; historical centres; unreinforced masonry building aggregates; nonlinear static analyses; fragility curves; equivalent frame modelling. Abstract The seismic vulnerability of building aggregates in Italy’s historic centres is a complex and critical issue, necessitating a multidisciplinary and multi-scale approach. This study focuses on the historic residential core of Lavello (PZ), a small medieval town in the northern part of the Basilicata region, classified as seismic zone 2. The CARTIS form, which is a building inventory tool developed within the framework of the Italian DPC-ReLUIS project, was employed to collect detailed data on the building stock. An initial analysis of the urban evolution within the historic sector was conducted to identify recurring aggregation patterns and their developmental origins. This was followed by a detailed survey of the key features of the residential masonry buildings, including masonry type, floor system, number of storeys, construction period, and state of preservation. A comprehensive building inventory is an essential foundation for both seismic risk mitigation planning and the development of vulnerability models through numerical methods. Later on, this preliminary investigation supported the selection and definition of a representative prototype aggregate, whose geometry and mechanical properties were evaluated. Therefore, the prototype was modelled using the 3Muri macro-element software. Nonlinear static analyses were then performed to derive seismic fragility curves, covering all limit states and both principal analysis directions, and capturing the global damage mechanisms. Finally, these analyses ultimately aimed to generate vulnerability curves for structural units within aggregates at the municipal scale. XX ANIDIS Conference Numerical modelling-based seismic vulnerability assessment of building aggregates in a historic centre of Basilicata Roberta Di Chicco a, *, Antonio Formisano a a Department of Structures for Engineering and Architecture, University of Naples Federico II, P.le Tecchio 80, Naples 80125, Italy

* Corresponding author. Tel.: +390817682438; fax: +390815934792. E-mail address: roberta.dichicco@unina.it

2452-3216 © 2025 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of XX ANIDIS Conference organizers 10.1016/j.prostr.2025.12.064