Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/68383

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Campo DCValorIdioma
dc.contributor.authorIuorio, Ornellapor
dc.contributor.authorDauda, Jamiu A.por
dc.contributor.authorLourenço, Paulo B.por
dc.date.accessioned2020-11-30T20:41:39Z-
dc.date.issued2021-
dc.identifier.issn0950-0618por
dc.identifier.urihttps://hdl.handle.net/1822/68383-
dc.description.abstractStructural retrofitting is carried out as an economical alternative to demolishing and rebuilding existing masonry structures. Retrofitting is provided to offer structural upgrade and damage-control. This paper presents the application of oriented strand board type 3 (OSB/3) for retrofitting unreinforced masonry walls. Out-of-plane bending test in form of four-point loading was performed on six masonry walls. The test results show that OSB/3 can considerably increase the load and flexure capacity by (1.4 & 1.8), limiting-toughness by (1.6 & 2.4) and overall-toughness by (16 & 10) times compared to plain wall subjected to out-of-plane loading for (single & double-sided) application respectively.por
dc.description.sponsorship- (undefined)por
dc.language.isoengpor
dc.publisherElsevier 1por
dc.rightsrestrictedAccesspor
dc.subjectDisplacementpor
dc.subjectLoad capacitypor
dc.subjectOriented strand boardpor
dc.subjectOut-of-planepor
dc.subjectRetrofitpor
dc.subjectTestingpor
dc.subjectTimber panelpor
dc.subjectToughnesspor
dc.subjectUnreinforced masonry wallpor
dc.titleExperimental evaluation of out-of-plane strength of masonry walls retrofitted with oriented strand boardpor
dc.typearticle-
dc.peerreviewedyespor
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0950061820333626por
oaire.citationVolume269por
dc.date.updated2020-11-20T17:37:04Z-
dc.identifier.doi10.1016/j.conbuildmat.2020.121358por
dc.date.embargo10000-01-01-
dc.subject.fosEngenharia e Tecnologia::Engenharia Civilpor
dc.subject.wosScience & Technologypor
sdum.export.identifier7552-
sdum.journalConstruction and Building Materialspor
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