Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(01)00021-9
DC FieldValue
dc.titleState of the art report on steel-concrete composite columns
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLakshmi, B.
dc.date.accessioned2014-06-17T08:25:23Z
dc.date.available2014-06-17T08:25:23Z
dc.date.issued2001-10
dc.identifier.citationShanmugam, N.E., Lakshmi, B. (2001-10). State of the art report on steel-concrete composite columns. Journal of Constructional Steel Research 57 (10) : 1041-1080. ScholarBank@NUS Repository. https://doi.org/10.1016/S0143-974X(01)00021-9
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66197
dc.description.abstractSteel-concrete composite columns are used extensively in modern buildings. Extensive research on composite columns in which structural steel section are encased in concrete have been carried out. In-filled composite columns, however have received limited attention compared to encased columns. In this paper, a review of the research carried out on composite columns is given with emphasis on experimental and analytical work. Experimental data has been collected and compiled in a comprehensive format listing parameters involved in the study. The review also includes research work that has been carried out to date accounting for the effects of local buckling, bond strength, seismic loading, confinement of concrete and secondary stresses on the behaviour of steel-concrete composite columns. © 2001 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0143-974X(01)00021-9
dc.sourceScopus
dc.subjectComposite columns
dc.subjectConcrete encased
dc.subjectConcrete filled
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0143-974X(01)00021-9
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume57
dc.description.issue10
dc.description.page1041-1080
dc.identifier.isiut000172114200001
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.