Multi-attribute-based procedure for seismic loss scenario in a historical area

dc.contributor.authorMascheri, G.por
dc.contributor.authorChieffo, N.por
dc.contributor.authorLourenço, Paulo B.por
dc.date.accessioned2025-05-22T08:06:23Z
dc.date.available2025-05-22T08:06:23Z
dc.date.issued2024
dc.date.updated2025-05-21T15:26:36Z
dc.description.abstractSeismic events have shown to be exceedingly damaging to structures over time, with serious social and economic consequences. As a result, large-scale seismic risk assessments are essential for reducing the potential damage from future earthquakes. Therefore, the proposed study attempts to examine the vulnerability and risk of unreinforced masonry buildings (URM) placed in aggregate conditions in a historical area of the city centre of Lisbon. To this purpose, a comprehensive exposure model was developed combining satellite remote sensing, GIS software, and census data. Subsequently, seismic hazard was evaluated in the area, considering both Peak Ground Acceleration (PGA) and macro-seismic intensity for different return periods (i.e. 2-50-100-475-975-2500-5000 years). Vulnerability was assessed by introducing a novel approach to earthquake risk assessment using Multi-Criteria Decision-Making methodologies. Specifically, the method employs the Analytic Hierarchy Process (AHP) and Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS) computational methods to evaluate parameter weights and vulnerability index. Damage scenarios, fragility curves and mean damage ratios curves were provided to offer an overview of the vulnerability of the assets exposed to risk. Finally, the expected consequences were evaluated in terms of direct economic losses showing an economic loss of 595 M€ for a 475-years return period, while 1108 M€ for 5000-years. This study significantly enhances seismic analysis for urban areas by introducing a Multi-Criteria Approach. This method simplifies vulnerability assessment, ensuring ease of application and reproducibility. Its insights offer valuable support for disaster risk management decisions, facilitating the implementation of resilience and risk-reduction strategies.por
dc.description.sponsorshipThis work was partly financed by FCT / MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020 (https://doi.org/10.54499/UIDB/04029/2020), and under the Associate Laboratory Advanced Production and Intelligent Systems ARISE under reference LA/P/0112/2020. This work is financed by national funds through FCT– Foundation for Science and Technology, under grant agreement 2023.03899.BDANA attributed to the 1st author. The authors would like to thank the ReSist Project of the Municipality of Lisbon.por
dc.distributioninternationalpor
dc.identifier.citationMascheri, G., Chieffo, N. & Lourenço, P.B. Multi-attribute-based procedure for seismic loss scenario in a historical area. Bull Earthquake Eng 22, 7323–7358 (2024). https://doi.org/10.1007/s10518-024-02029-1por
dc.identifier.doi10.1007/s10518-024-02029-1por
dc.identifier.issn1570-761Xpor
dc.identifier.urihttps://hdl.handle.net/1822/95657
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherSpringerpor
dc.relationinfo:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04029%2F2020/PTpor
dc.relationLA/P/0112/2020por
dc.relation2023.03899.BDANApor
dc.relation.publisherversionhttps://link.springer.com/article/10.1007/s10518-024-02029-1por
dc.rightsopenAccesspor
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/por
dc.subjectIndex-based methodologypor
dc.subjectLoss estimationpor
dc.subjectMulti-criteria analysispor
dc.subjectSeismic vulnerabilitypor
dc.subject.fosEngenharia e Tecnologia::Engenharia Civilpor
dc.titleMulti-attribute-based procedure for seismic loss scenario in a historical areapor
dc.typearticle
dspace.entity.typePublicationen
oaire.citationEndPage7358por
oaire.citationIssue15por
oaire.citationStartPage7323por
oaire.citationVolume22por
oaire.versionVoRpor
sdum.export.identifier18511
sdum.journalBulletin of Earthquake Engineeringpor

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