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Assessment of the efficiency of traditional earthquake resistant techniques for vernacular architecture

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dc.contributor.authorOrtega, Javier
dc.contributor.authorVasconcelos, Graça
dc.contributor.authorRodrigues, Hugo
dc.contributor.authorCorreia, Mariana
dc.date.accessioned2019-10-03T12:40:41Z
dc.date.available2019-10-03T12:40:41Z
dc.date.issued2018
dc.description.abstractSpecific architectural elements can be identified in constructions located in regions frequently exposed to earthquakes. These earthquake resistant features were developed empirically by local communities to protect their built-up environment. Research in these traditional practices, resulting from a local seismic culture, is a relevant and positive approach, since it focuses on the strength of the system rather than on its weaknesses. Its integration into current vernacular building practices can help to preserve and retrofit surviving in-use examples while respecting their authenticity. The main goal of the present work is to assess numerically the efficiency of traditional earthquake resistant solutions to mitigate the seismic vulnerability of vernacular architecture. The paper thus presents the results of a detailed numerical study based on finite element modeling and nonlinear static (pushover) analysis intended to quantitatively evaluate the influence of each technique on the seismic behavior of vernacular constructions and to better understand their structural role under seismic loading.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationOrtega Heras, Javier & Vasconcelos, Graça & Rodrigues, Hugo & Correia, Mariana (2018). Assessment of the efficiency of traditional earthquake resistant techniques for vernacular architecture. Engineering Structures. 173. 10.1016/j.engstruct.2018.06.101pt_PT
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2018.06.101
dc.identifier.issn0141-0296
dc.identifier.urihttp://hdl.handle.net/10400.8/4156
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherElsevier Ltdpt_PT
dc.relationFEDER funds through the Competitivity and Internationalization Operational Programme – COMPETEpt_PT
dc.relationFCT – Foundation for Science and Technology - POC1-01-0145-FEDER-007633pt_PT
dc.relationPortuguese Public Procurement Code, LOTE 3EC5 – Escola Secundária da Anadia e Gafanha da Nazarépt_PT
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0141029618304000pt_PT
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectVernacular architecturept_PT
dc.subjectEarthquakespt_PT
dc.subjectNumerical analysispt_PT
dc.subjectPushover parametric studypt_PT
dc.subjectSeismic performancept_PT
dc.subjectStone masonrypt_PT
dc.subjectRammed earthpt_PT
dc.subjectLocal seismic culturept_PT
dc.subjectSeismic strengtheningpt_PT
dc.titleAssessment of the efficiency of traditional earthquake resistant techniques for vernacular architecturept_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.conferencePlaceUnited Kingdompt_PT
oaire.citation.endPage27pt_PT
oaire.citation.startPage1pt_PT
oaire.citation.titleEngineering Structurespt_PT
oaire.citation.volume173pt_PT
person.familyNamePinheiro Rodrigues
person.givenNameHugo Filipe
person.identifierE-5195-2010
person.identifier.ciencia-idB610-29E9-0E49
person.identifier.orcid0000-0003-1373-4540
person.identifier.scopus-author-id23019838500
rcaap.rightsclosedAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublicationa461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isAuthorOfPublication.latestForDiscoverya461f4ce-a879-4898-99ec-2fa09e1cfb46

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