Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy).
Saved in:
| Title: | Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy). |
|---|---|
| Authors: | Giusto, Sofia1 (AUTHOR), Boem, Ingrid2 (AUTHOR) INGRID.BOEM@dia.units.it, Alfano, Sara1 (AUTHOR), Gattesco, Natalino2 (AUTHOR), Cattari, Serena1 (AUTHOR) |
| Source: | Bulletin of Earthquake Engineering. Apr2025, Vol. 23 Issue 6, p2611-2646. 36p. |
| Subject Terms: | *Epistemic uncertainty, *School buildings, *Exhibition buildings, *Models & modelmaking, *Masonry |
| Abstract: | Seismic events worldwide have shown that school buildings can exhibit vulnerability levels even higher than ordinary buildings. This highlights the urgent need for reliable risk analyses to guide decision-making in the implementation of large-scale mitigation policies. Developing seismic fragility curves that accurately reflect their typological and structural features is essential to achieve this. In this context, the paper compares two different mechanical-analytical methods, namely the "DBV-Masonry" and "Firstep-M_PRO", which have been independently developed at the University of Genoa and at the University of Trieste, respectively. Among various possible methods, the mechanical-analytical approach is chosen for its computational efficiency in assessing large portfolios and its flexibility in capturing the features of specific buildings, such as schools (i.e. significant inter-storey height and spacing between internal transversal walls). Both methods are applied to the same sample consisting of 101 unreinforced masonry (URM) schools located in the Friuli-Venezia Giulia region (Italy). One of key-goals of the paper is to provide a very comprehensive comparison of the similarities and differences between two methods for deriving seismic fragility curves which refer only to the global in-plane response. The impact of such an epistemic model uncertainty, together with the inter-building variability, is thus quantified and fragility curves are also validated against results from previous studies. [ABSTRACT FROM AUTHOR] |
| Database: | Energy & Power Source |
|
Full text is not displayed to guests.
Login for full access.
|
|
| FullText | Links: – Type: pdflink Text: Availability: 1 |
|---|---|
| Header | DbId: enr DbLabel: Energy & Power Source An: 184670896 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
| IllustrationInfo | |
| Items | – Name: Title Label: Title Group: Ti Data: Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy). – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Giusto%2C+Sofia%22">Giusto, Sofia</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Boem%2C+Ingrid%22">Boem, Ingrid</searchLink><relatesTo>2</relatesTo> (AUTHOR)<i> INGRID.BOEM@dia.units.it</i><br /><searchLink fieldCode="AR" term="%22Alfano%2C+Sara%22">Alfano, Sara</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Gattesco%2C+Natalino%22">Gattesco, Natalino</searchLink><relatesTo>2</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Cattari%2C+Serena%22">Cattari, Serena</searchLink><relatesTo>1</relatesTo> (AUTHOR) – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Bulletin+of+Earthquake+Engineering%22">Bulletin of Earthquake Engineering</searchLink>. Apr2025, Vol. 23 Issue 6, p2611-2646. 36p. – Name: Subject Label: Subject Terms Group: Su Data: *<searchLink fieldCode="DE" term="%22Epistemic+uncertainty%22">Epistemic uncertainty</searchLink><br />*<searchLink fieldCode="DE" term="%22School+buildings%22">School buildings</searchLink><br />*<searchLink fieldCode="DE" term="%22Exhibition+buildings%22">Exhibition buildings</searchLink><br />*<searchLink fieldCode="DE" term="%22Models+%26+modelmaking%22">Models & modelmaking</searchLink><br />*<searchLink fieldCode="DE" term="%22Masonry%22">Masonry</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Seismic events worldwide have shown that school buildings can exhibit vulnerability levels even higher than ordinary buildings. This highlights the urgent need for reliable risk analyses to guide decision-making in the implementation of large-scale mitigation policies. Developing seismic fragility curves that accurately reflect their typological and structural features is essential to achieve this. In this context, the paper compares two different mechanical-analytical methods, namely the "DBV-Masonry" and "Firstep-M_PRO", which have been independently developed at the University of Genoa and at the University of Trieste, respectively. Among various possible methods, the mechanical-analytical approach is chosen for its computational efficiency in assessing large portfolios and its flexibility in capturing the features of specific buildings, such as schools (i.e. significant inter-storey height and spacing between internal transversal walls). Both methods are applied to the same sample consisting of 101 unreinforced masonry (URM) schools located in the Friuli-Venezia Giulia region (Italy). One of key-goals of the paper is to provide a very comprehensive comparison of the similarities and differences between two methods for deriving seismic fragility curves which refer only to the global in-plane response. The impact of such an epistemic model uncertainty, together with the inter-building variability, is thus quantified and fragility curves are also validated against results from previous studies. [ABSTRACT FROM AUTHOR] |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=enr&AN=184670896 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1007/s10518-025-02137-6 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 36 StartPage: 2611 Subjects: – SubjectFull: Epistemic uncertainty Type: general – SubjectFull: School buildings Type: general – SubjectFull: Exhibition buildings Type: general – SubjectFull: Models & modelmaking Type: general – SubjectFull: Masonry Type: general Titles: – TitleFull: Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy). Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Giusto, Sofia – PersonEntity: Name: NameFull: Boem, Ingrid – PersonEntity: Name: NameFull: Alfano, Sara – PersonEntity: Name: NameFull: Gattesco, Natalino – PersonEntity: Name: NameFull: Cattari, Serena IsPartOfRelationships: – BibEntity: Dates: – D: 15 M: 04 Text: Apr2025 Type: published Y: 2025 Identifiers: – Type: issn-print Value: 1570761X Numbering: – Type: volume Value: 23 – Type: issue Value: 6 Titles: – TitleFull: Bulletin of Earthquake Engineering Type: main |
| ResultId | 1 |