Publicação
Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models
| Resumo: | Adobe constructions account for a significant portion of the built heritage, associated with early building techniques, material accessibility and low-cost. Nonetheless, adobe buildings, due to their low mechanical properties and overturning resistance, are subject to early structural damage, such as cracking, separation of structural elements and, possibly, collapse in areas of high seismic hazard. The lack of maintenance and absence of adequate retrofitting techniques usually intensifies the loss of historic fabric. The current paper, aims at the structural assessment and seismic safety, in current conditions, of the Church of Kuno Tambo, a religious adobe structure of the 17th century, in Cusco region, in Peru. The inspection and diagnosis involved sonic testing and damage mapping, while ambient vibration tests revealed the modal response of the structure. The assessment of seismic vulnerability, together with the necessity of retrofitting measures were verified through nonlinear static and pushover parametric analyses, complemented with a macro-block limit analysis and a performance based assessment, under local seismic criteria. A more realistic response from dynamically induced ground motions was performed, by a nonlinear time history analysis, according to the Eurocode 8 framework. Through an integrated approach, in situ inspection, testing, numerical and analytical modelling are associated under the scope of reproducing the existing structural damage, the sequence of inelastic behavior and verification of the necessity of retrofitting measures. |
|---|---|
| Autores principais: | Karanikoloudis, Georgios |
| Outros Autores: | Lourenço, Paulo B. |
| Assunto: | Adobe historic constructions Seismic vulnerability Structural assessment Nonlinear pushover analysis Nonlinear dynamic analysis Damage survey Sonic tests Dynamic identification tests Limit analysis Homogeneous modelling approach Displacement based approach |
| Ano: | 2018 |
| País: | Portugal |
| Tipo de documento: | artigo |
| Tipo de acesso: | acesso aberto |
| Instituição associada: | Universidade do Minho |
| Idioma: | inglês |
| Origem: | RepositóriUM - Universidade do Minho |
| _version_ | 1866875833401999360 |
|---|---|
| author | Karanikoloudis, Georgios |
| author2 | Lourenço, Paulo B. |
| author2_role | author |
| author_facet | Karanikoloudis, Georgios Lourenço, Paulo B. |
| author_role | author |
| contributor_name_str_mv | Universidade do Minho |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Karanikoloudis, Georgios\"},{\"Person.name\":\"Lourenço, Paulo B.\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | Universidade do Minho |
| datacite.creators.creator.creatorName.fl_str_mv | Karanikoloudis, Georgios Lourenço, Paulo B. |
| datacite.date.Accepted.fl_str_mv | 2018-01-01T00:00:00Z |
| datacite.date.available.fl_str_mv | 2019-01-16T16:29:04Z |
| datacite.date.embargoed.fl_str_mv | 2019-01-16T16:29:04Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| datacite.subjects.subject.fl_str_mv | Adobe historic constructions Seismic vulnerability Structural assessment Nonlinear pushover analysis Nonlinear dynamic analysis Damage survey Sonic tests Dynamic identification tests Limit analysis Homogeneous modelling approach Displacement based approach |
| datacite.titles.title.fl_str_mv | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| dc.contributor.none.fl_str_mv | Universidade do Minho |
| dc.creator.none.fl_str_mv | Karanikoloudis, Georgios Lourenço, Paulo B. |
| dc.date.Accepted.fl_str_mv | 2018-01-01T00:00:00Z |
| dc.date.available.fl_str_mv | 2019-01-16T16:29:04Z |
| dc.date.embargoed.fl_str_mv | 2019-01-16T16:29:04Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | https://hdl.handle.net/1822/58306 |
| dc.language.none.fl_str_mv | eng |
| dc.publisher.none.fl_str_mv | Elsevier Science |
| dc.rights.none.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| dc.subject.none.fl_str_mv | Adobe historic constructions Seismic vulnerability Structural assessment Nonlinear pushover analysis Nonlinear dynamic analysis Damage survey Sonic tests Dynamic identification tests Limit analysis Homogeneous modelling approach Displacement based approach |
| dc.title.fl_str_mv | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_6501 |
| description | Adobe constructions account for a significant portion of the built heritage, associated with early building techniques, material accessibility and low-cost. Nonetheless, adobe buildings, due to their low mechanical properties and overturning resistance, are subject to early structural damage, such as cracking, separation of structural elements and, possibly, collapse in areas of high seismic hazard. The lack of maintenance and absence of adequate retrofitting techniques usually intensifies the loss of historic fabric. The current paper, aims at the structural assessment and seismic safety, in current conditions, of the Church of Kuno Tambo, a religious adobe structure of the 17th century, in Cusco region, in Peru. The inspection and diagnosis involved sonic testing and damage mapping, while ambient vibration tests revealed the modal response of the structure. The assessment of seismic vulnerability, together with the necessity of retrofitting measures were verified through nonlinear static and pushover parametric analyses, complemented with a macro-block limit analysis and a performance based assessment, under local seismic criteria. A more realistic response from dynamically induced ground motions was performed, by a nonlinear time history analysis, according to the Eurocode 8 framework. Through an integrated approach, in situ inspection, testing, numerical and analytical modelling are associated under the scope of reproducing the existing structural damage, the sequence of inelastic behavior and verification of the necessity of retrofitting measures. |
| dirty | 0 |
| eu_rights_str_mv | openAccess |
| format | article |
| fulltext.url.fl_str_mv | https://prod-dspace.uminho.pt/bitstreams/faacbc2b-0ec7-4964-9a15-feb20f4a6acc/download |
| id | rum_775669aeece33db2bf494ee0d6a00932 |
| identifier.url.fl_str_mv | https://hdl.handle.net/1822/58306 |
| 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:1822/58306 |
| organization_str_mv | urn:organizationAcronym:repositorium |
| person_str_mv | Karanikoloudis, Georgios Lourenço, Paulo B. |
| publishDate | 2018 |
| publisher.none.fl_str_mv | Elsevier Science |
| reponame_str | RepositóriUM - Universidade do Minho |
| repository_id_str | urn:repositoryAcronym:rum |
| service_str_mv | urn:repositoryAcronym:rum |
| spelling | engElsevier ScienceporAdobe constructions account for a significant portion of the built heritage, associated with early building techniques, material accessibility and low-cost. Nonetheless, adobe buildings, due to their low mechanical properties and overturning resistance, are subject to early structural damage, such as cracking, separation of structural elements and, possibly, collapse in areas of high seismic hazard. The lack of maintenance and absence of adequate retrofitting techniques usually intensifies the loss of historic fabric. The current paper, aims at the structural assessment and seismic safety, in current conditions, of the Church of Kuno Tambo, a religious adobe structure of the 17th century, in Cusco region, in Peru. The inspection and diagnosis involved sonic testing and damage mapping, while ambient vibration tests revealed the modal response of the structure. The assessment of seismic vulnerability, together with the necessity of retrofitting measures were verified through nonlinear static and pushover parametric analyses, complemented with a macro-block limit analysis and a performance based assessment, under local seismic criteria. A more realistic response from dynamically induced ground motions was performed, by a nonlinear time history analysis, according to the Eurocode 8 framework. Through an integrated approach, in situ inspection, testing, numerical and analytical modelling are associated under the scope of reproducing the existing structural damage, the sequence of inelastic behavior and verification of the necessity of retrofitting measures.application/pdfporStructural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical modelsKaranikoloudis, GeorgiosLourenço, Paulo B.HostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf0141-0296DOIIsPartOf10.1016/j.engstruct.2017.12.0232019-01-16T16:29:04Z20182019-01-14T20:09:44Z2018-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/58306http://purl.org/coar/access_right/c_abf2open accessAdobe historic constructionsSeismic vulnerabilityStructural assessmentNonlinear pushover analysisNonlinear dynamic analysisDamage surveySonic testsDynamic identification testsLimit analysisHomogeneous modelling approachDisplacement based approach2727242 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/faacbc2b-0ec7-4964-9a15-feb20f4a6acc/download |
| spellingShingle | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models Karanikoloudis, Georgios Adobe historic constructions Seismic vulnerability Structural assessment Nonlinear pushover analysis Nonlinear dynamic analysis Damage survey Sonic tests Dynamic identification tests Limit analysis Homogeneous modelling approach Displacement based approach |
| status | SINGLETON |
| subject.fl_str_mv | Adobe historic constructions Seismic vulnerability Structural assessment Nonlinear pushover analysis Nonlinear dynamic analysis Damage survey Sonic tests Dynamic identification tests Limit analysis Homogeneous modelling approach Displacement based approach |
| title | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| title_full | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| title_fullStr | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| title_full_unstemmed | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| title_short | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| title_sort | Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models |
| topic | Adobe historic constructions Seismic vulnerability Structural assessment Nonlinear pushover analysis Nonlinear dynamic analysis Damage survey Sonic tests Dynamic identification tests Limit analysis Homogeneous modelling approach Displacement based approach |
| topic_facet | Adobe historic constructions Seismic vulnerability Structural assessment Nonlinear pushover analysis Nonlinear dynamic analysis Damage survey Sonic tests Dynamic identification tests Limit analysis Homogeneous modelling approach Displacement based approach |
| url | https://hdl.handle.net/1822/58306 |
| visible | 1 |