Defects of non-loadbearing masonry walls due to partial basal supports

Detalhes bibliográficos
Autor(a) principal: Vicente, R. Da Silva
Data de Publicação: 2007
Outros Autores: Silva, J. A. R. Mendes da
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/3954
https://doi.org/10.1016/j.conbuildmat.2006.05.028
Resumo: The attempts to reduce heat transmission heterogeneity all over the external surface of building envelopes include several recommendations about external protection of concrete structures with thin clay brick walls. This procedure was extensively adopted in Portugal during the last ten years in consequence of the new national thermal code. This practice has generated several defects in consequence of the insufficient technological knowledge in this domain. This work analyses some of those defects adopting an experimental and a numerical approach, using the traditional Portuguese clay brick with a high percentage of horizontal voids.
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spelling Defects of non-loadbearing masonry walls due to partial basal supportsMasonry wallsCrackingStrengthThe attempts to reduce heat transmission heterogeneity all over the external surface of building envelopes include several recommendations about external protection of concrete structures with thin clay brick walls. This procedure was extensively adopted in Portugal during the last ten years in consequence of the new national thermal code. This practice has generated several defects in consequence of the insufficient technological knowledge in this domain. This work analyses some of those defects adopting an experimental and a numerical approach, using the traditional Portuguese clay brick with a high percentage of horizontal voids.http://www.sciencedirect.com/science/article/B6V2G-4KXVCWS-B/1/e5d4a051fa3967b4c76bad05036690c22007info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleaplication/PDFhttp://hdl.handle.net/10316/3954http://hdl.handle.net/10316/3954https://doi.org/10.1016/j.conbuildmat.2006.05.028engConstruction and Building Materials. 21:11 (2007) 1977-1990Vicente, R. Da SilvaSilva, J. A. R. Mendes dainfo: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:RCAAP2020-11-06T17:00:33Zoai:estudogeral.uc.pt:10316/3954Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:15.202553Repositório 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 Defects of non-loadbearing masonry walls due to partial basal supports
title Defects of non-loadbearing masonry walls due to partial basal supports
spellingShingle Defects of non-loadbearing masonry walls due to partial basal supports
Vicente, R. Da Silva
Masonry walls
Cracking
Strength
title_short Defects of non-loadbearing masonry walls due to partial basal supports
title_full Defects of non-loadbearing masonry walls due to partial basal supports
title_fullStr Defects of non-loadbearing masonry walls due to partial basal supports
title_full_unstemmed Defects of non-loadbearing masonry walls due to partial basal supports
title_sort Defects of non-loadbearing masonry walls due to partial basal supports
author Vicente, R. Da Silva
author_facet Vicente, R. Da Silva
Silva, J. A. R. Mendes da
author_role author
author2 Silva, J. A. R. Mendes da
author2_role author
dc.contributor.author.fl_str_mv Vicente, R. Da Silva
Silva, J. A. R. Mendes da
dc.subject.por.fl_str_mv Masonry walls
Cracking
Strength
topic Masonry walls
Cracking
Strength
description The attempts to reduce heat transmission heterogeneity all over the external surface of building envelopes include several recommendations about external protection of concrete structures with thin clay brick walls. This procedure was extensively adopted in Portugal during the last ten years in consequence of the new national thermal code. This practice has generated several defects in consequence of the insufficient technological knowledge in this domain. This work analyses some of those defects adopting an experimental and a numerical approach, using the traditional Portuguese clay brick with a high percentage of horizontal voids.
publishDate 2007
dc.date.none.fl_str_mv 2007
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dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/3954
http://hdl.handle.net/10316/3954
https://doi.org/10.1016/j.conbuildmat.2006.05.028
url http://hdl.handle.net/10316/3954
https://doi.org/10.1016/j.conbuildmat.2006.05.028
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Construction and Building Materials. 21:11 (2007) 1977-1990
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