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Feasibility of using steel bracings for seismic retrofitting of RC school buildings

dc.contributor.authorBarreto, Vítor
dc.contributor.authorEstêvão, João M. C.
dc.date.accessioned2019-11-27T20:00:58Z
dc.date.available2019-11-27T20:00:58Z
dc.date.issued2020
dc.description.abstractSince 1983, schools were designed to sustain earthquakes in the region of Algarve (Portugal), according to the Portuguese national seismic code (RSAEEP), which is still mandatory. There is also the possibility of using the national annex of Eurocode 8 (EC8), which is the NP EN 1998-1:2010, to design new buildings. According to the EC8, school buildings are classified in importance class III, relating to the consequences associated with an eventual collapse, namely to a high incidence of persons. Therefore, the EC8 establish a higher return period, and consequently a more demanding seismic action for these buildings, which is not considered in the RSAEEP. This is one of the reasons why school buildings that were built in the last decades probably do not comply to the more recent EC8 seismic security levels. In this context, seismic retrofitting solutions that upgrade the seismic security level should be tested. In this work, the seismic assessment of a reinforced concrete (RC) primary school building is presented, and the effect of the addiction of steel bracings is studied (using a pushover analysis), in the context of the PERSISTAH project, which aims to assess the seismic risk of primary school buildings in Algarve (Portugal) and Huelva (Spain).pt_PT
dc.description.sponsorshipThe authors want to thank the INTERREG-POCTEP España-Portugal program and the European Regional Development Fund through the 0313_PERSISTAH_5_P project.pt_PT
dc.description.sponsorshipPERSISTAH, Projetos de Escolas Resilientes aos Sismos no Território do Algarve e de Huelva; INTERREG-POCTEP España-Portugal program
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationVitor Barreto; João M. C. Estêvão. 2019. "Feasibility of Using Steel Bracings for Seismic Retrofitting of RC School Buildings". In INCREaSE 2019: 2nd International Congress on Engineering and Sustainability in the XXI Century, Faro, Portugal, 1117-1127. Faro, Portugal: Springer.pt_PT
dc.identifier.doihttps://doi.org/10.1007/978-3-030-30938-1_88pt_PT
dc.identifier.isbn978-3-030-30937-4
dc.identifier.urihttp://hdl.handle.net/10400.1/13374
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherSpringerpt_PT
dc.relation.publisherversionhttps://link.springer.com/chapter/10.1007%2F978-3-030-30938-1_88pt_PT
dc.subjectSeismic retrofittingpt_PT
dc.subjectSteel bracingspt_PT
dc.subjectSeismic assessmentpt_PT
dc.subjectSchool buildingspt_PT
dc.titleFeasibility of using steel bracings for seismic retrofitting of RC school buildingspt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.conferencePlaceFaro, Portugalpt_PT
oaire.citation.endPage1127pt_PT
oaire.citation.startPage1117pt_PT
oaire.citation.titleINCREaSE 2019: International Congress on Engineering and Sustainability in the XXI Centurypt_PT
person.familyNameBarreto
person.familyNameEstêvão
person.givenNameVítor
person.givenNameJoão Manuel Carvalho
person.identifierR-001-Y2Q
person.identifierLh0jYe0AAAAJ&hl
person.identifier.ciencia-idC61B-EC40-4B8D
person.identifier.ciencia-id001A-8761-A164
person.identifier.orcid0000-0003-1796-1177
person.identifier.orcid0000-0002-7356-9893
person.identifier.ridE-9118-2018
person.identifier.scopus-author-id6603962416
person.identifier.scopus-author-id56268965500
rcaap.rightsrestrictedAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublication9bf67758-945a-46e4-8781-9c556bec6786
relation.isAuthorOfPublication39e5f28b-fdf6-4823-b622-87f4177dd013
relation.isAuthorOfPublication.latestForDiscovery9bf67758-945a-46e4-8781-9c556bec6786

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