A unified procedure for assessing the effectiveness of modelling strategies for existing buildings is proposed. The procedure is applied to unreinforced masonry and cast-in-place and precast reinforced concrete real buildings struck by earthquakes. A cross-structural-typology Matching Index (MI) is proposed. It aims to synthetically compare numerical outcomes with the evidence of the damage experienced by the case-study buildings. Results confirmed a good reliability and effectiveness of the developed numerical models (mean MI value higher than 0.70 for all the investigated cases) and the capability of the models in reproducing the performance states occurred in the real cases.
(2024). Comparing the Observed and Numerically Simulated Seismic Damage: A Unified Procedure for Unreinforced Masonry and Reinforced Concrete Buildings [journal article - articolo]. In JOURNAL OF EARTHQUAKE ENGINEERING. Retrieved from http://hdl.handle.net/10446/225208
Comparing the Observed and Numerically Simulated Seismic Damage: A Unified Procedure for Unreinforced Masonry and Reinforced Concrete Buildings
Eteme Minkada, Marius;Belleri, Andrea;
2024-01-01
Abstract
A unified procedure for assessing the effectiveness of modelling strategies for existing buildings is proposed. The procedure is applied to unreinforced masonry and cast-in-place and precast reinforced concrete real buildings struck by earthquakes. A cross-structural-typology Matching Index (MI) is proposed. It aims to synthetically compare numerical outcomes with the evidence of the damage experienced by the case-study buildings. Results confirmed a good reliability and effectiveness of the developed numerical models (mean MI value higher than 0.70 for all the investigated cases) and the capability of the models in reproducing the performance states occurred in the real cases.| File | Dimensione del file | Formato | |
|---|---|---|---|
|
IJ36 - Pub - RINTC Benchmark - JEE_compressed.pdf
Solo gestori di archivio
Versione:
publisher's version - versione editoriale
Licenza:
Licenza default Aisberg
Dimensione del file
3.76 MB
Formato
Adobe PDF
|
3.76 MB | Adobe PDF | Visualizza/Apri |
|
IJ36 - PP - RINTC Benchmark - JEE_compressed.pdf
Open Access dal 12/07/2023
Descrizione: “This is an Accepted Manuscript version of the following article, accepted for publication in Journal of Earthquake Engineering, Comparing the Observed and Numerically Simulated Seismic Damage: A Unified Procedure for Unreinforced Masonry and Reinforced Concrete Buildings. Angiolilli, M., Eteme Minkada, M., Di Domenico, M., Cattari, S., Belleri, A., & Verderame, G. M. (2022), Journal of Earthquake Engineering, 28(4), 1157–1193. https://doi.org/10.1080/13632469.2022.2096721 It is deposited under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way.” https://authorservices.taylorandfrancis.com/publishing-open-access/open-access-cost-finder/
Versione:
postprint - versione referata/accettata senza referaggio
Licenza:
Creative commons
Dimensione del file
2.67 MB
Formato
Adobe PDF
|
2.67 MB | Adobe PDF | Visualizza/Apri |
Pubblicazioni consigliate
Aisberg ©2008 Servizi bibliotecari, Università degli studi di Bergamo | Terms of use/Condizioni di utilizzo
