PSI - Issue 78

Available online at www.sciencedirect.com

ScienceDirect

Procedia Structural Integrity 78 (2026) 1847–1854

XX ANIDIS Conference Recent advances in seismic assessment of nonstructural elements: ENRICH project Gennaro Magliulo a,b, *, Danilo D’Angela a , Carmen Rosaria Addeo a , Margherita Agresti c , Maria Antonietta Aiello d , Gianni Blasi d , Antonio Bonati b , Orsola Coppola b , Alessandra De Angelis e , Anna Giannino a , Giuseppe Maddaloni e , Gemma Musacchio f , Daniele Perrone d , Maria Giovanna Sestito f , Umberto Signoriello c , Roberto Tartaglia e , Silvia Zidarich f a University of Naples Federico II, Department of Structures for Engineering and Architecture Via Claudio 21, 80125 Naples, Italy b National Research Council (CNR), Construction Technologies Institute (ITC) Via Lombardia 49, 20098 San Giuliano Milanese, Italy Abstract ENRICH project, namely “Enhancing the Resilience of Italian HealthCare and Hospital facilities”, funded by the Italian Ministry of University and Research in the framework of the PRIN 2020 call, aimed at assessing and enhancing the resilience of healthcare and hospital facilities, with a focus on nonstructural elements, and accounting for both seismic response and functional adaptivity aspects. The project started in 2022 and was concluded in 2025, it was coordinated by University of Naples Federico II and involved five research units, including University of Naples, University of Salento, University of Sannio, Construction Technologies Institute of National Research Council (ITC CNR) and National Institute of Geophysics and Volcanology (INGV). The project was carried out in collaboration with hospitals of Caserta and Lecce, and these latter facilities were considered as case studies. The present study summarizes the main advances of the project regarding seismic assessment of nonstructural elements housed in hospitals. The most critical case study elements were identified and characterized by hospital inspections. A wide range of elements was considered, including architectural systems, hydraulic networks, and building contents. Numerical and experimental methods were implemented to identify critical response features and c Sant’Anna e San Sebastiano AORN Hospital of Caserta Via Ferdinando Palasciano, 81100 Caserta, Italy d University of Salento, Department of Engineering for Innovation Via per Monteroni, Lecce, Italy e University of Sannio, Department of Engineering Piazza Roma 21, 82100 Benevento, Italy f Istituto Nazionale di Geofisica e Vulcanologia (INGV) Via Alfonso Corti 12, 20133 Milan, Italy

* Corresponding author. E-mail address: gmagliul@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.2025.12.235