Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/6285
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dc.contributor.authorVicente, Romeu da Silvapt
dc.contributor.authorMendes da Silva, J. A. Rpt
dc.date.accessioned2012-02-13T16:31:02Z-
dc.date.issued2006-
dc.identifier.issn0950-0618pt
dc.identifier.urihttp://hdl.handle.net/10773/6285-
dc.description.abstractThe 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.pt
dc.language.isoengpt
dc.publisherElsevierpt
dc.rightsrestrictedAccesspor
dc.subjectMasonry wallspt
dc.subjectCrackingpt
dc.subjectStresspt
dc.subjectStrainpt
dc.subjectStrength-
dc.titleDefects of non-loadbearing masonry walls due to partial basal supportspt
dc.typearticlept
dc.peerreviewedyespt
ua.distributioninternationalpt
degois.publication.firstPage1977pt
degois.publication.issue11pt
degois.publication.lastPage1990pt
degois.publication.titleConstruction and Building Materialspt
degois.publication.volume21pt
dc.date.embargo10000-01-01-
dc.identifier.doi10.1016/j.conbuildmat.2006.05.028*
Appears in Collections:DECivil - Artigos

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