Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/111499
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dc.contributor.authorDerakhshan, H.en
dc.contributor.authorLucas, W.en
dc.contributor.authorVisintin, P.en
dc.contributor.authorGriffith, M.en
dc.date.issued2018en
dc.identifier.citationJournal of Structural Engineering, 2018; 144(3):04018005-1-04018005-9en
dc.identifier.issn0733-9445en
dc.identifier.issn1943-541Xen
dc.identifier.urihttp://hdl.handle.net/2440/111499-
dc.description.abstractAbstract not availableen
dc.description.statementofresponsibilityHossein Derakhshan, Wade Lucas, Phillip Visintin and Michael C. Griffithen
dc.language.isoenen
dc.publisherAmerican Society of Civil Engineersen
dc.rights© 2018 American Society of Civil Engineers.en
dc.subjectBrick masonry; cavity walls; full-scale tests; experimentation; flexural strength; lateral loads; fiber-reinforced polymers; concrete and masonry structuresen
dc.titleLaboratory testing of strengthened cavity unreinforced masonry wallsen
dc.typeJournal articleen
dc.identifier.rmid0030080884en
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0001987en
dc.identifier.pubid392965-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.library.teamDS10en
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
Appears in Collections:Civil and Environmental Engineering publications

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