Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/105605
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dc.contributor.authorVaculik, J.-
dc.contributor.authorGriffith, M.-
dc.date.issued2017-
dc.identifier.citationEngineering Structures, 2017; 141:328-343-
dc.identifier.issn0141-0296-
dc.identifier.issn1873-7323-
dc.identifier.urihttp://hdl.handle.net/2440/105605-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityJaroslav Vaculik, Michael C. Griffith-
dc.language.isoen-
dc.publisherElsevier-
dc.rights©2017 Elsevier Ltd. All rights reserved.-
dc.source.urihttp://dx.doi.org/10.1016/j.engstruct.2017.03.024-
dc.subjectUnreinforced masonry; Load–displacement capacity; Hysteresis model; Displacement-based seismic assessment-
dc.titleOut-of-plane load-displacement model for two-way spanning masonry walls-
dc.typeJournal article-
dc.identifier.doi10.1016/j.engstruct.2017.03.024-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP0450933-
pubs.publication-statusPublished-
dc.identifier.orcidVaculik, J. [0000-0003-2118-4657]-
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]-
Appears in Collections:Aurora harvest 8
Civil and Environmental Engineering publications

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