Publicação
Structural performance of the church of São Miguel de Refojos
| Resumo: | This paper addresses the study of the structural stability of the church of São Miguel de Refojos, in Cabeceiras de Basto (Portugal). The building presents low to moderate structural damage, as well as other non-structural problems mainly related to the high presence of water. The work is divided into three main tasks, namely inspection and diagnosis of the building, preparation and calibration of a numerical model, and finally, structural analysis. The structure nonlinear behavior is evaluated and pushover analyses are used to assess the seismic performance. In addition, the stability of the church for horizontal actions is verified by means of limit analysis. The results are evaluated in terms of capacity curves, deformation, structural damage patterns and collapse mechanisms. The present study allowed to obtain detailed and reliable knowledge of the conservation state and structural safety of the historical church. |
|---|---|
| Autores principais: | Ramirez Alvarez de Lara, Rafael |
| Outros Autores: | Mendes, N.; Lourenço, Paulo B. |
| Assunto: | Assessment Damage FE model Historical structure Limit analysis Masonry Pushover |
| Ano: | 2019 |
| País: | Portugal |
| Tipo de documento: | comunicação em conferência |
| Tipo de acesso: | acesso aberto |
| Instituição associada: | Universidade do Minho |
| Idioma: | inglês |
| Origem: | RepositóriUM - Universidade do Minho |
| _version_ | 1866877454119862272 |
|---|---|
| author | Ramirez Alvarez de Lara, Rafael |
| author2 | Mendes, N. Lourenço, Paulo B. |
| author2_role | author author |
| author_facet | Ramirez Alvarez de Lara, Rafael Mendes, N. Lourenço, Paulo B. |
| author_role | author |
| contributor_name_str_mv | Universidade do Minho |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Ramirez Alvarez de Lara, Rafael\"},{\"Person.name\":\"Mendes, N.\"},{\"Person.name\":\"Lourenço, Paulo B.\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | Universidade do Minho |
| datacite.creators.creator.creatorName.fl_str_mv | Ramirez Alvarez de Lara, Rafael Mendes, N. Lourenço, Paulo B. |
| datacite.date.Accepted.fl_str_mv | 2019-01-01T00:00:00Z |
| datacite.date.available.fl_str_mv | 2020-10-25T23:22:45Z |
| datacite.date.embargoed.fl_str_mv | 2020-10-25T23:22:45Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| datacite.subjects.subject.fl_str_mv | Assessment Damage FE model Historical structure Limit analysis Masonry Pushover |
| datacite.titles.title.fl_str_mv | Structural performance of the church of São Miguel de Refojos |
| dc.contributor.none.fl_str_mv | Universidade do Minho |
| dc.creator.none.fl_str_mv | Ramirez Alvarez de Lara, Rafael Mendes, N. Lourenço, Paulo B. |
| dc.date.Accepted.fl_str_mv | 2019-01-01T00:00:00Z |
| dc.date.available.fl_str_mv | 2020-10-25T23:22:45Z |
| dc.date.embargoed.fl_str_mv | 2020-10-25T23:22:45Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | https://hdl.handle.net/1822/67692 |
| dc.language.none.fl_str_mv | eng |
| dc.publisher.none.fl_str_mv | International Association for Bridge and Structural Engineering (IABSE) |
| dc.rights.none.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| dc.subject.none.fl_str_mv | Assessment Damage FE model Historical structure Limit analysis Masonry Pushover |
| dc.title.fl_str_mv | Structural performance of the church of São Miguel de Refojos |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_5794 |
| description | This paper addresses the study of the structural stability of the church of São Miguel de Refojos, in Cabeceiras de Basto (Portugal). The building presents low to moderate structural damage, as well as other non-structural problems mainly related to the high presence of water. The work is divided into three main tasks, namely inspection and diagnosis of the building, preparation and calibration of a numerical model, and finally, structural analysis. The structure nonlinear behavior is evaluated and pushover analyses are used to assess the seismic performance. In addition, the stability of the church for horizontal actions is verified by means of limit analysis. The results are evaluated in terms of capacity curves, deformation, structural damage patterns and collapse mechanisms. The present study allowed to obtain detailed and reliable knowledge of the conservation state and structural safety of the historical church. |
| dirty | 0 |
| eu_rights_str_mv | openAccess |
| format | conferencePaper |
| fulltext.url.fl_str_mv | https://prod-dspace.uminho.pt/bitstreams/d41fd626-5770-4cd1-a586-0285c12c8724/download |
| id | rum_4e3f8b0dfedbaae84b54d552f97dbf66 |
| identifier.url.fl_str_mv | https://hdl.handle.net/1822/67692 |
| instacron_str | repositorium |
| institution | Universidade do Minho |
| instname_str | Universidade do Minho |
| language | eng |
| network_acronym_str | rum |
| network_name_str | RepositóriUM - Universidade do Minho |
| oai_identifier_str | oai:repositorium.uminho.pt:1822/67692 |
| organization_str_mv | urn:organizationAcronym:repositorium |
| person_str_mv | Ramirez Alvarez de Lara, Rafael Mendes, N. Lourenço, Paulo B. |
| publishDate | 2019 |
| publisher.none.fl_str_mv | International Association for Bridge and Structural Engineering (IABSE) |
| reponame_str | RepositóriUM - Universidade do Minho |
| repository_id_str | urn:repositoryAcronym:rum |
| service_str_mv | urn:repositoryAcronym:rum |
| spelling | engInternational Association for Bridge and Structural Engineering (IABSE)porThis paper addresses the study of the structural stability of the church of São Miguel de Refojos, in Cabeceiras de Basto (Portugal). The building presents low to moderate structural damage, as well as other non-structural problems mainly related to the high presence of water. The work is divided into three main tasks, namely inspection and diagnosis of the building, preparation and calibration of a numerical model, and finally, structural analysis. The structure nonlinear behavior is evaluated and pushover analyses are used to assess the seismic performance. In addition, the stability of the church for horizontal actions is verified by means of limit analysis. The results are evaluated in terms of capacity curves, deformation, structural damage patterns and collapse mechanisms. The present study allowed to obtain detailed and reliable knowledge of the conservation state and structural safety of the historical church.application/pdfporStructural performance of the church of São Miguel de RefojosRamirez Alvarez de Lara, RafaelMendes, N.Lourenço, Paulo B.HostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISBNIsPartOf97838574816352020-10-25T23:22:45Z20192020-10-25T19:10:50Z2019-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/67692http://purl.org/coar/access_right/c_abf2open accessAssessmentDamageFE modelHistorical structureLimit analysisMasonryPushover1599512 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/d41fd626-5770-4cd1-a586-0285c12c8724/download |
| spellingShingle | Structural performance of the church of São Miguel de Refojos Ramirez Alvarez de Lara, Rafael Assessment Damage FE model Historical structure Limit analysis Masonry Pushover |
| status | SINGLETON |
| subject.fl_str_mv | Assessment Damage FE model Historical structure Limit analysis Masonry Pushover |
| title | Structural performance of the church of São Miguel de Refojos |
| title_full | Structural performance of the church of São Miguel de Refojos |
| title_fullStr | Structural performance of the church of São Miguel de Refojos |
| title_full_unstemmed | Structural performance of the church of São Miguel de Refojos |
| title_short | Structural performance of the church of São Miguel de Refojos |
| title_sort | Structural performance of the church of São Miguel de Refojos |
| topic | Assessment Damage FE model Historical structure Limit analysis Masonry Pushover |
| topic_facet | Assessment Damage FE model Historical structure Limit analysis Masonry Pushover |
| url | https://hdl.handle.net/1822/67692 |
| visible | 1 |