Publicação
In-plane shear behaviour of traditional timber walls
| Resumo: | The reconstruction of Lisbon Downtown after the 1755 earthquake was based on a novel constructive system based on masonry buildings with an internal three-dimensional timber-framed structure named "gaiola pombalina". This internal structure aimed at improving the global stability of masonry buildings, enhancing their capacity to dissipate energy under seismic loadings. This paper aims at getting experimental insight on the mechanical behaviour of such timber-framed walls subjected to in-plane loading, as only scarce information is available in literature, in order to assess their effective performance to seismic actions. To do this, the experimental results of cyclic tests carried out on traditional timber-framed walls with distinct typologies will be analyzed, in order to evaluate the failure modes, lateral resistance and energy dissipation; moreover, ahysteretic model will be derived for traditional timber-framed walls. Additionally, the possibility of strengthening the traditional connections of the walls by means of GFRP is also addressed. |
|---|---|
| Autores principais: | Vasconcelos, Graça |
| Outros Autores: | Poletti, Elisa; Salavessa, Eunice; Jesus, Abílio M. P.; Lourenço, Paulo B.; Pilaon, Preecha |
| Assunto: | TImber-framed wall Cyclic tests Dissipation of energy' Hysteresis model Paredes de frontal Ensaios cíclicos Resistência ao corte Dissipação de energia Deformação última Modelo de histerese |
| Ano: | 2012 |
| País: | Portugal |
| Tipo de documento: | artigo |
| Tipo de acesso: | acesso aberto |
| Instituição associada: | Universidade do Minho |
| Idioma: | inglês |
| Origem: | RepositóriUM - Universidade do Minho |
| _version_ | 1866877182492540928 |
|---|---|
| author | Vasconcelos, Graça |
| author2 | Poletti, Elisa Salavessa, Eunice Jesus, Abílio M. P. Lourenço, Paulo B. Pilaon, Preecha |
| author2_role | author author author author author |
| author_facet | Vasconcelos, Graça Poletti, Elisa Salavessa, Eunice Jesus, Abílio M. P. Lourenço, Paulo B. Pilaon, Preecha |
| author_role | author |
| contributor_name_str_mv | Universidade do Minho |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Vasconcelos, Graça\"},{\"Person.name\":\"Poletti, Elisa\"},{\"Person.name\":\"Salavessa, Eunice\"},{\"Person.name\":\"Jesus, Abílio M. P.\"},{\"Person.name\":\"Lourenço, Paulo B.\"},{\"Person.name\":\"Pilaon, Preecha\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | Universidade do Minho |
| datacite.creators.creator.creatorName.fl_str_mv | Vasconcelos, Graça Poletti, Elisa Salavessa, Eunice Jesus, Abílio M. P. Lourenço, Paulo B. Pilaon, Preecha |
| datacite.date.Accepted.fl_str_mv | 2012-12-20T00:00:00Z |
| datacite.date.available.fl_str_mv | 2012-12-20T09:41:58Z |
| datacite.date.embargoed.fl_str_mv | 2012-12-20T09:41:58Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| datacite.subjects.subject.fl_str_mv | TImber-framed wall Cyclic tests Dissipation of energy' Hysteresis model Paredes de frontal Ensaios cíclicos Resistência ao corte Dissipação de energia Deformação última Modelo de histerese |
| datacite.titles.title.fl_str_mv | In-plane shear behaviour of traditional timber walls Comportamento ao corte no plano de paredes frontal |
| dc.contributor.none.fl_str_mv | Universidade do Minho |
| dc.creator.none.fl_str_mv | Vasconcelos, Graça Poletti, Elisa Salavessa, Eunice Jesus, Abílio M. P. Lourenço, Paulo B. Pilaon, Preecha |
| dc.date.Accepted.fl_str_mv | 2012-12-20T00:00:00Z |
| dc.date.available.fl_str_mv | 2012-12-20T09:41:58Z |
| dc.date.embargoed.fl_str_mv | 2012-12-20T09:41:58Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | https://hdl.handle.net/1822/21839 |
| dc.language.none.fl_str_mv | eng |
| dc.publisher.none.fl_str_mv | Laboratório Nacional de Engenharia Civil |
| dc.rights.none.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| dc.subject.none.fl_str_mv | TImber-framed wall Cyclic tests Dissipation of energy' Hysteresis model Paredes de frontal Ensaios cíclicos Resistência ao corte Dissipação de energia Deformação última Modelo de histerese |
| dc.title.fl_str_mv | In-plane shear behaviour of traditional timber walls Comportamento ao corte no plano de paredes frontal |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_6501 |
| description | The reconstruction of Lisbon Downtown after the 1755 earthquake was based on a novel constructive system based on masonry buildings with an internal three-dimensional timber-framed structure named "gaiola pombalina". This internal structure aimed at improving the global stability of masonry buildings, enhancing their capacity to dissipate energy under seismic loadings. This paper aims at getting experimental insight on the mechanical behaviour of such timber-framed walls subjected to in-plane loading, as only scarce information is available in literature, in order to assess their effective performance to seismic actions. To do this, the experimental results of cyclic tests carried out on traditional timber-framed walls with distinct typologies will be analyzed, in order to evaluate the failure modes, lateral resistance and energy dissipation; moreover, ahysteretic model will be derived for traditional timber-framed walls. Additionally, the possibility of strengthening the traditional connections of the walls by means of GFRP is also addressed. |
| dirty | 0 |
| eu_rights_str_mv | openAccess |
| format | article |
| fulltext.url.fl_str_mv | https://prod-dspace.uminho.pt/bitstreams/ca944e35-c7e9-4135-a326-f317d43bcf38/download |
| id | rum_7d469dc0f8d27720b35cfa9baed6decd |
| identifier.url.fl_str_mv | https://hdl.handle.net/1822/21839 |
| 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:1822/21839 |
| organization_str_mv | urn:organizationAcronym:repositorium |
| person_str_mv | Vasconcelos, Graça Poletti, Elisa Salavessa, Eunice Jesus, Abílio M. P. Lourenço, Paulo B. Pilaon, Preecha |
| publishDate | 2012 |
| publisher.none.fl_str_mv | Laboratório Nacional de Engenharia Civil |
| reponame_str | RepositóriUM - Universidade do Minho |
| repository_id_str | urn:repositoryAcronym:rum |
| service_str_mv | urn:repositoryAcronym:rum |
| spelling | engLaboratório Nacional de Engenharia CivilporThe reconstruction of Lisbon Downtown after the 1755 earthquake was based on a novel constructive system based on masonry buildings with an internal three-dimensional timber-framed structure named "gaiola pombalina". This internal structure aimed at improving the global stability of masonry buildings, enhancing their capacity to dissipate energy under seismic loadings. This paper aims at getting experimental insight on the mechanical behaviour of such timber-framed walls subjected to in-plane loading, as only scarce information is available in literature, in order to assess their effective performance to seismic actions. To do this, the experimental results of cyclic tests carried out on traditional timber-framed walls with distinct typologies will be analyzed, in order to evaluate the failure modes, lateral resistance and energy dissipation; moreover, ahysteretic model will be derived for traditional timber-framed walls. Additionally, the possibility of strengthening the traditional connections of the walls by means of GFRP is also addressed.application/pdfporIn-plane shear behaviour of traditional timber wallsAlternativeTitleComportamento ao corte no plano de paredes frontalVasconcelos, GraçaPoletti, ElisaSalavessa, EuniceJesus, Abílio M. P.Lourenço, Paulo B.Pilaon, PreechaHostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf0870-984X2012-12-20T09:41:58Z2012-12-202012-12-20T00:00:00ZHandlehttps://hdl.handle.net/1822/21839http://purl.org/coar/access_right/c_abf2open accessTImber-framed wallCyclic testsDissipation of energy'Hysteresis modelParedes de frontalEnsaios cíclicosResistência ao corteDissipação de energiaDeformação últimaModelo de histerese947389 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/ca944e35-c7e9-4135-a326-f317d43bcf38/download |
| spellingShingle | In-plane shear behaviour of traditional timber walls Vasconcelos, Graça TImber-framed wall Cyclic tests Dissipation of energy' Hysteresis model Paredes de frontal Ensaios cíclicos Resistência ao corte Dissipação de energia Deformação última Modelo de histerese |
| status | SINGLETON |
| subject.fl_str_mv | TImber-framed wall Cyclic tests Dissipation of energy' Hysteresis model Paredes de frontal Ensaios cíclicos Resistência ao corte Dissipação de energia Deformação última Modelo de histerese |
| title | In-plane shear behaviour of traditional timber walls |
| title_full | In-plane shear behaviour of traditional timber walls |
| title_fullStr | In-plane shear behaviour of traditional timber walls |
| title_full_unstemmed | In-plane shear behaviour of traditional timber walls |
| title_short | In-plane shear behaviour of traditional timber walls |
| title_sort | In-plane shear behaviour of traditional timber walls |
| topic | TImber-framed wall Cyclic tests Dissipation of energy' Hysteresis model Paredes de frontal Ensaios cíclicos Resistência ao corte Dissipação de energia Deformação última Modelo de histerese |
| topic_facet | TImber-framed wall Cyclic tests Dissipation of energy' Hysteresis model Paredes de frontal Ensaios cíclicos Resistência ao corte Dissipação de energia Deformação última Modelo de histerese |
| url | https://hdl.handle.net/1822/21839 |
| visible | 1 |