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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/111595
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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.citationStructures, 2018; 13:88-101-
dc.identifier.issn2352-0124-
dc.identifier.issn2352-0124-
dc.identifier.urihttp://hdl.handle.net/2440/111595-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityH. Derakhshan, W. Lucas, P. Visintin, M.C. Griffith-
dc.language.isoen-
dc.publisherElsevier-
dc.rights© 2017 Institution of Structural Engineers. Published by Elsevier Ltd. All rights reserved.-
dc.source.urihttp://dx.doi.org/10.1016/j.istruc.2017.11.002-
dc.subjectUnreinforced masonry; out-of-plane; cavity wall; boundary conditions; in-situ tests; plaster-
dc.titleOut-of-plane strength of existing two-way spanning solid and cavity unreinforced masonry walls-
dc.typeJournal article-
dc.identifier.doi10.1016/j.istruc.2017.11.002-
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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