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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/105779
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dc.contributor.authorNakamura, Y.-
dc.contributor.authorDerakhshan, H.-
dc.contributor.authorGriffith, M.-
dc.contributor.authorMagenes, G.-
dc.contributor.authorSheikh, A.-
dc.date.issued2017-
dc.identifier.citationEngineering Structures, 2017; 137:1-18-
dc.identifier.issn0141-0296-
dc.identifier.issn1873-7323-
dc.identifier.urihttp://hdl.handle.net/2440/105779-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityYasuto Nakamura, Hossein Derakhshan, Michael C. Griffith, Guido Magenes, Abdul H. Sheikh-
dc.language.isoen-
dc.publisherElsevier-
dc.rights© 2017 Elsevier Ltd. All rights reserved.-
dc.source.urihttp://dx.doi.org/10.1016/j.engstruct.2017.01.049-
dc.subjectPushover analysis; N2; MPA; adaptive; unreinforced masonry; flexible diaphragm-
dc.titleApplicability of nonlinear static procedures for low-rise unreinforced masonry buildings with flexible diaphragms-
dc.typeJournal article-
dc.identifier.doi10.1016/j.engstruct.2017.01.049-
pubs.publication-statusPublished-
dc.identifier.orcidDerakhshan, H. [0000-0003-1859-4700]-
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]-
dc.identifier.orcidSheikh, A. [0000-0002-2839-1707]-
Appears in Collections:Aurora harvest 8
Civil and Environmental Engineering publications

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