Development and experimental validation of building systems for masonry housing in seismic areas
Main Author: | |
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Publication Date: | 2013 |
Other Authors: | , |
Language: | eng |
Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
Download full: | http://hdl.handle.net/1822/26550 |
Summary: | The evolution of structural masonry is briefly reviewed, from old thrust line behavior to modern global behavior using shear walls. For modern structural masonry, the use of unreinforced, confined and reinforced masonry is addressed in seismic areas. A first focus is given to recent approaches towards the safety assessment of unreinforced masonry buildings and their performance in shaking table tests. Subsequently, building systems for modern masonry structures recently developed and tested at University of Minho are presented, one based on lightweight concrete blocks and another based on normal concrete blocks. The experimental and numerical work carried out is discussed and conclusions on the performance of the systems are given. |
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Development and experimental validation of building systems for masonry housing in seismic areasBuilding technologyStructural masonryStatic testingShaking tableNumerical analysisTecnología de la construcciónMampostería estructuralPruebas estáticasMesa sísmicaAnálisis numéricoThe evolution of structural masonry is briefly reviewed, from old thrust line behavior to modern global behavior using shear walls. For modern structural masonry, the use of unreinforced, confined and reinforced masonry is addressed in seismic areas. A first focus is given to recent approaches towards the safety assessment of unreinforced masonry buildings and their performance in shaking table tests. Subsequently, building systems for modern masonry structures recently developed and tested at University of Minho are presented, one based on lightweight concrete blocks and another based on normal concrete blocks. The experimental and numerical work carried out is discussed and conclusions on the performance of the systems are given.La evolución de la mampostería estructural se revisa brevemente, del anterior comportamiento con líneas de empuje al comportamiento global moderno con muros de cortante. Para mampostería estructural moderna, su uso como no reforzada, confinada y reforzada se trata en zonas sísmicas. Un primer enfoque se da a los abordajes recientes hacia la evaluación de la seguridad de los edificios de mampostería no reforzada y su desempeño en pruebas en mesa sísmica. Posteriormente, los sistemas de construcción para estructuras de mampostería modernos recientemente desarrollados y probados en la Universidad de Minho se presentan, uno basado en bloques de hormigón ligero y otro basado en bloques de concreto normales. El trabajo experimental y numérico llevado a cabo se presenta, junto con las conclusiones sobre el desempeño de los sistemas.Sociedad Mexicana de Ingeniería SísmicaUniversidade do MinhoLourenço, Paulo B.Vasconcelos, GraçaAvila, Leonardo20132013-01-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/26550enginfo:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T04:14:35Zoai:repositorium.sdum.uminho.pt:1822/26550Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T14:43:20.225261Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
dc.title.none.fl_str_mv |
Development and experimental validation of building systems for masonry housing in seismic areas |
title |
Development and experimental validation of building systems for masonry housing in seismic areas |
spellingShingle |
Development and experimental validation of building systems for masonry housing in seismic areas Lourenço, Paulo B. Building technology Structural masonry Static testing Shaking table Numerical analysis Tecnología de la construcción Mampostería estructural Pruebas estáticas Mesa sísmica Análisis numérico |
title_short |
Development and experimental validation of building systems for masonry housing in seismic areas |
title_full |
Development and experimental validation of building systems for masonry housing in seismic areas |
title_fullStr |
Development and experimental validation of building systems for masonry housing in seismic areas |
title_full_unstemmed |
Development and experimental validation of building systems for masonry housing in seismic areas |
title_sort |
Development and experimental validation of building systems for masonry housing in seismic areas |
author |
Lourenço, Paulo B. |
author_facet |
Lourenço, Paulo B. Vasconcelos, Graça Avila, Leonardo |
author_role |
author |
author2 |
Vasconcelos, Graça Avila, Leonardo |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Lourenço, Paulo B. Vasconcelos, Graça Avila, Leonardo |
dc.subject.por.fl_str_mv |
Building technology Structural masonry Static testing Shaking table Numerical analysis Tecnología de la construcción Mampostería estructural Pruebas estáticas Mesa sísmica Análisis numérico |
topic |
Building technology Structural masonry Static testing Shaking table Numerical analysis Tecnología de la construcción Mampostería estructural Pruebas estáticas Mesa sísmica Análisis numérico |
description |
The evolution of structural masonry is briefly reviewed, from old thrust line behavior to modern global behavior using shear walls. For modern structural masonry, the use of unreinforced, confined and reinforced masonry is addressed in seismic areas. A first focus is given to recent approaches towards the safety assessment of unreinforced masonry buildings and their performance in shaking table tests. Subsequently, building systems for modern masonry structures recently developed and tested at University of Minho are presented, one based on lightweight concrete blocks and another based on normal concrete blocks. The experimental and numerical work carried out is discussed and conclusions on the performance of the systems are given. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013 2013-01-01T00:00:00Z |
dc.type.driver.fl_str_mv |
conference paper |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/1822/26550 |
url |
http://hdl.handle.net/1822/26550 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
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 |
Sociedad Mexicana de Ingeniería Sísmica |
publisher.none.fl_str_mv |
Sociedad Mexicana de Ingeniería Sísmica |
dc.source.none.fl_str_mv |
reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia instacron:RCAAP |
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RCAAP |
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RCAAP |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
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info@rcaap.pt |
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