Residual axial capacity of CFDST columns infilled with UHPFRC after close-range blast loading

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dc.contributor.authorZhang, F.
dc.contributor.authorWu, C.
dc.contributor.authorLi, Z.
dc.contributor.authorZhao, X.
dc.date.issued2015
dc.description.abstractAbstract not available
dc.description.statementofresponsibilityFangrui Zhang, Chengqing Wu, Zhong-Xian Li, Xiao-Ling Zhao
dc.identifier.citationThin Walled Structures, 2015; 96:314-327
dc.identifier.doi10.1016/j.tws.2015.08.020
dc.identifier.issn0263-8231
dc.identifier.issn1879-3223
dc.identifier.urihttp://hdl.handle.net/2440/101247
dc.language.isoen
dc.publisherElsevier
dc.relation.granthttp://purl.org/au-research/grants/arc/DP130100181
dc.relation.granthttp://purl.org/au-research/grants/arc/DP140103525
dc.rights© 2015 Elsevier Ltd. All rights reserved.
dc.source.urihttps://doi.org/10.1016/j.tws.2015.08.020
dc.subjectConcrete-filled double-skin tubes; Blast loading; Residual axial capacity
dc.titleResidual axial capacity of CFDST columns infilled with UHPFRC after close-range blast loading
dc.typeJournal article
pubs.publication-statusPublished

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