Modifier parameters and quantifications for seismic vulnerability assessment of reinforced concrete buildings

dc.contributor.authorOumedou, Amira
dc.contributor.authorLazzali, Farah
dc.date.accessioned2023-04-12T07:54:21Z
dc.date.available2023-04-12T07:54:21Z
dc.date.issued2022
dc.description.abstractIn recent years, some studies have identified and quantified factors that can increase or decrease the seismic vulnerability of buildings. These modifier factors, related to the building characteristics and condition, are taken into account in the vulnerability assessment, by means of a numerical estimation resulting from the quantification of these modifiers through vulnerability indexes. However, views have differed on the definition and the quantification of modifiers. In this study, modifier parameters and scores of the Risk-UE Level 1 method are adjusted based on the Algerian seismic code recommendations and the reviews proposed in the literature. The adjusted modifiers and scores are applied to reinforced concrete (RC) buildings in Boumerdes city, in order to assess probable seismic damage. Comparison between estimated damage and observed damage caused by the 2003 Boumerdes earthquake is done, with the objective to (i) validate the model involving influence of the modifier parameters on the seismic vulnerability, and (ii) to define the relationship between modifiers and damage. This research may help planners in improving seismic regulations and reducing vulnerability of existing buildinen_US
dc.identifier.urihttps://doi.org/10.12989/eas.2022.22.1.083
dc.identifier.urihttps://dspace.univ-boumerdes.dz/handle/123456789/11302
dc.language.isoenen_US
dc.relation.ispartofseriesEarthquakes and Structures/ Vol. 22, N°1 (2022);pp. 83-94
dc.subjectBoumerdes cityen_US
dc.subjectLM1 methoden_US
dc.subjectModifier parametersen_US
dc.subjectSeismic vulnerabilityen_US
dc.titleModifier parameters and quantifications for seismic vulnerability assessment of reinforced concrete buildingsen_US
dc.typeArticleen_US

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