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dc.contributor.authorLam, Dennis*
dc.date.accessioned2014-04-25T12:38:25Z
dc.date.available2014-04-25T12:38:25Z
dc.date.issued2011
dc.identifier.citationLam, D. (2011), Research in composite concrete filled columns. The Structural Engineer. Vol, 89 No. 23/24, pp. 20 -21.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5922
dc.description.abstractComposite concrete filled steel tube columns are increasingly used for high-rise building structures, owing to their excellent structural performance such as superior load-bearing capacity, high ductility, good energy dissipation and fire behaviour which arises from the combination of the two different materials in the structure. Composite structures exploit the characteristics of steel and concrete; steel with its high tensile strength and ductility and concrete with its high compressive strength and stiffness. In general, concrete filled composite columns with circular hollow sections (CHS) have the advantage over columns with other section shapes due to the circular cross sections providing a uniform confinement to the concrete core.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://www.istructe.org/journal/volumes/volume-89-(published-in-2011)/issues/issue-23/article/research-in-composite-concrete-filled-columnsen_US
dc.subjectResearchen_US
dc.subjectConcrete filled columnsen_US
dc.subjectSteel tube columnsen_US
dc.subjectComposite structuresen_US
dc.titleResearch in composite concrete filled columnsen_US
dc.status.refereedyesen_US
dc.typeArticleen_US
dc.type.versionpublished version paperen_US


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