Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses

Detalhes bibliográficos
Autor(a) principal: Gaetani, Angelo
Data de Publicação: 2017
Outros Autores: Lourenço, Paulo B., Monti, Giorgio, Moroni, Monica
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/52698
Resumo: The damages occurred during recent seismic events have emphasised the vulnerability of vaulted masonry structures, one of the most representative elements of worldwide cultural heritage. Although a certain consensus has been reached regarding the static behaviour of masonry arches, still more efforts are requested to investigate their dynamic behaviour. In this regard, the present paper aims to investigate the performance of a scaled dry-joint arch undergoing windowed sine pulses. A feature tracking based measuring technique was employed to evaluate the displacement of selected points, shading light on the failure mechanisms and gathering data for the calibration of the numerical model. This was built according to a micro-modelling approach of the finite element method, with voussoirs assumed very stiff and friction interface elements. Comparisons with existing literature are also stressed, together with comments about scale effects.
id RCAP_43a7a8b04f806ae58b2eb7e75582bf72
oai_identifier_str oai:repositorium.sdum.uminho.pt:1822/52698
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulsesDry-joint archSeismic behaviourMasonry vaultsWindowed sine pulseTracking motionScience & TechnologyThe damages occurred during recent seismic events have emphasised the vulnerability of vaulted masonry structures, one of the most representative elements of worldwide cultural heritage. Although a certain consensus has been reached regarding the static behaviour of masonry arches, still more efforts are requested to investigate their dynamic behaviour. In this regard, the present paper aims to investigate the performance of a scaled dry-joint arch undergoing windowed sine pulses. A feature tracking based measuring technique was employed to evaluate the displacement of selected points, shading light on the failure mechanisms and gathering data for the calibration of the numerical model. This was built according to a micro-modelling approach of the finite element method, with voussoirs assumed very stiff and friction interface elements. Comparisons with existing literature are also stressed, together with comments about scale effects.This work was partly financed by FEDER funds through the Competitivity Factors Operational Programme-COMPETE and by national funds through FCT-Foundation for Science and Technology within the scope of the Project POCI-01-0145-FEDER-007633.info:eu-repo/semantics/publishedVersionSpringerUniversidade do MinhoGaetani, AngeloLourenço, Paulo B.Monti, GiorgioMoroni, Monica20172017-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/52698eng1570-761X10.1007/s10518-017-0156-0info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:00:42Zoai:repositorium.sdum.uminho.pt:1822/52698Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:50:34.248099Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
title Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
spellingShingle Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
Gaetani, Angelo
Dry-joint arch
Seismic behaviour
Masonry vaults
Windowed sine pulse
Tracking motion
Science & Technology
title_short Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
title_full Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
title_fullStr Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
title_full_unstemmed Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
title_sort Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
author Gaetani, Angelo
author_facet Gaetani, Angelo
Lourenço, Paulo B.
Monti, Giorgio
Moroni, Monica
author_role author
author2 Lourenço, Paulo B.
Monti, Giorgio
Moroni, Monica
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Gaetani, Angelo
Lourenço, Paulo B.
Monti, Giorgio
Moroni, Monica
dc.subject.por.fl_str_mv Dry-joint arch
Seismic behaviour
Masonry vaults
Windowed sine pulse
Tracking motion
Science & Technology
topic Dry-joint arch
Seismic behaviour
Masonry vaults
Windowed sine pulse
Tracking motion
Science & Technology
description The damages occurred during recent seismic events have emphasised the vulnerability of vaulted masonry structures, one of the most representative elements of worldwide cultural heritage. Although a certain consensus has been reached regarding the static behaviour of masonry arches, still more efforts are requested to investigate their dynamic behaviour. In this regard, the present paper aims to investigate the performance of a scaled dry-joint arch undergoing windowed sine pulses. A feature tracking based measuring technique was employed to evaluate the displacement of selected points, shading light on the failure mechanisms and gathering data for the calibration of the numerical model. This was built according to a micro-modelling approach of the finite element method, with voussoirs assumed very stiff and friction interface elements. Comparisons with existing literature are also stressed, together with comments about scale effects.
publishDate 2017
dc.date.none.fl_str_mv 2017
2017-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/52698
url http://hdl.handle.net/1822/52698
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1570-761X
10.1007/s10518-017-0156-0
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Springer
publisher.none.fl_str_mv Springer
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
_version_ 1799132275155140608

Registros relacionados