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Correction: A new procedure to derive typological fragility functions for unreinforced masonry structures: an application to a Chilean case

Crossref DOI link: https://doi.org/10.1007/s10518-025-02253-3

Published Online: 2025-08-05

Published Print: 2025-08

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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