Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/58184
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dc.contributor.authorSu, Y.-
dc.contributor.authorWu, C.-
dc.contributor.authorGriffith, M.-
dc.date.issued2009-
dc.identifier.citationProceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9) / D. J. Oehlers, M.C. Griffith and R. Seracino (eds.)-
dc.identifier.isbn9780980675504-
dc.identifier.urihttp://hdl.handle.net/2440/58184-
dc.description.urihttp://www.iceaustralia.com/frprcs9/index.html-
dc.language.isoen-
dc.publisherFRPRCS-9-
dc.rightsCopyright status unknown-
dc.titlePerformance of retrofitted masonry walls under blast loads-
dc.typeConference paper-
dc.contributor.conferenceInternational Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)-
dc.publisher.placeAustralia-
pubs.publication-statusPublished-
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]-
Appears in Collections:Aurora harvest 5
Civil and Environmental Engineering publications

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