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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/86536
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dc.contributor.authorOzbakkaloglu, T.-
dc.contributor.authorLouk Fanggi, B.-
dc.date.issued2014-
dc.identifier.citationJournal of Composites for Construction, 2014; 18(1):04013027-1-04013027-13-
dc.identifier.issn1090-0268-
dc.identifier.issn1943-5614-
dc.identifier.urihttp://hdl.handle.net/2440/86536-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityTogay Ozbakkaloglu and Butje Louk Fanggi-
dc.language.isoen-
dc.publisherAmerican Society of Civil Engineers-
dc.rights© 2013 American Society of Civil Engineers-
dc.source.urihttp://dx.doi.org/10.1061/(asce)cc.1943-5614.0000401-
dc.subjectFiber-reinforced polymers (FRP); Concrete, High-strength concrete (HSC); Confinement; Columns; FRP tubes; Steel tubes; Double-skin tubular columns (DSTCs)-
dc.titleAxial compressive behavior of FRP-concrete-steel double-skin tubular columns made of normal- and high-strength concrete-
dc.typeJournal article-
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000401-
pubs.publication-statusPublished-
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]-
Appears in Collections:Aurora harvest 7
Civil and Environmental Engineering publications

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