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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/111499
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dc.contributor.authorDerakhshan, H.-
dc.contributor.authorLucas, W.-
dc.contributor.authorVisintin, P.-
dc.contributor.authorGriffith, M.-
dc.date.issued2018-
dc.identifier.citationJournal of Structural Engineering, 2018; 144(3):04018005-1-04018005-9-
dc.identifier.issn0733-9445-
dc.identifier.issn1943-541X-
dc.identifier.urihttp://hdl.handle.net/2440/111499-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityHossein Derakhshan, Wade Lucas, Phillip Visintin and Michael C. Griffith-
dc.language.isoen-
dc.publisherAmerican Society of Civil Engineers-
dc.rights© 2018 American Society of Civil Engineers.-
dc.source.urihttp://dx.doi.org/10.1061/(asce)st.1943-541x.0001987-
dc.subjectBrick masonry; cavity walls; full-scale tests; experimentation; flexural strength; lateral loads; fiber-reinforced polymers; concrete and masonry structures-
dc.titleLaboratory testing of strengthened cavity unreinforced masonry walls-
dc.typeJournal article-
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0001987-
pubs.publication-statusPublished-
dc.identifier.orcidDerakhshan, H. [0000-0003-1859-4700]-
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]-
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]-
Appears in Collections:Aurora harvest 3
Civil and Environmental Engineering publications

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