Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/31101

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dc.contributor.authorSilva, Rui André Martinspor
dc.contributor.authorOliveira, Daniel V.por
dc.contributor.authorLourenço, Paulo B.por
dc.date.accessioned2014-11-21T14:37:40Z-
dc.date.available2014-11-21T14:37:40Z-
dc.date.issued2008-07-02-
dc.identifier.isbn9780415468725por
dc.identifier.urihttp://hdl.handle.net/1822/31101-
dc.description.abstractThis paper is devoted to the experimental characterization of the structural behaviour of three-leaf stone ma-sonry walls. The first part of the experimental results described here was presented during the last SAHC Conference (Oliveira et al. 2006). In total ten walls, plain and strengthened resorting to transversal tying, in-jection and both techniques applied simultaneously, were tested aiming at capturing the detailed structural be-haviour. Globally, all strengthening techniques described here showed to be effective in different ways.por
dc.description.sponsorshipFundação para a Ciência e a Tecnologia (FCT)por
dc.language.isoengpor
dc.publisherCRC Presspor
dc.rightsopenAccesspor
dc.subjectMasonrypor
dc.subjectThree-leaf wallspor
dc.subjectGroutingpor
dc.subjectTranversal tyingpor
dc.titleOn the strengthening of three-leaf stone masonry wallspor
dc.typeconferencePaper-
dc.peerreviewedyespor
sdum.publicationstatuspublishedpor
oaire.citationConferenceDate02 - 04 jul. 2008por
sdum.event.typeconferencepor
oaire.citationStartPage739por
oaire.citationEndPage746por
oaire.citationConferencePlaceBathpor
oaire.citationVolume2por
dc.subject.fosEngenharia e Tecnologia::Engenharia Civilpor
dc.subject.wosArts & Humanitiespor
dc.subject.wosScience & Technologypor
sdum.conferencePublication6th International Conference on Structural Analysis of Historic Constructionspor
Appears in Collections:ISISE - Comunicações a Conferências Internacionais

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