Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/31436
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dc.contributor.authorFerreira, Tiago Miguelpt_PT
dc.contributor.authorOrtega, Javierpt_PT
dc.contributor.authorRodrigues, Hugopt_PT
dc.date.accessioned2021-05-31T15:42:39Z-
dc.date.available2021-05-31T15:42:39Z-
dc.date.issued2021-
dc.identifier.isbn978-0-12-821087-1pt_PT
dc.identifier.urihttp://hdl.handle.net/10773/31436-
dc.description.abstractAs it is recognized, the definition of rehabilitation and seismic retrofitting strategies and solutions for traditional buildings with load-bearing masonry walls requires an adequate characterization of their material properties and construction solutions. The lack of knowledge on the behavior of traditional constructions frequently leads to the adoption of intrusive intervention techniques, which are often mechanically incompatible with the existent masonry and deeply harmful to the authenticity of these buildings. Aimed at contributing to a better knowledge of the traditional masonry building stock in Portugal, the chapter describes and discusses applied research carried out in the historic center of Leiria crossing the results from the visual inspections and the results from nondestructive tests.pt_PT
dc.language.isoengpt_PT
dc.publisherElsevierpt_PT
dc.rightsrestrictedAccesspt_PT
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/pt_PT
dc.titleGeometrical, constructive, and mechanical characterization of the traditional masonry buildings in the historic city center of Leiria, Portugalpt_PT
dc.typebookPartpt_PT
dc.description.versionpublishedpt_PT
dc.peerreviewedyespt_PT
degois.publication.firstPage147pt_PT
degois.publication.lastPage174pt_PT
degois.publication.titleMasonry Construction in Active Seismic Regionspt_PT
dc.identifier.doi10.1016/B978-0-12-821087-1.00004-1pt_PT
dc.identifier.esbn978-0-12-823196-8pt_PT
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