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dc.contributor.advisorBroderick, Brian
dc.contributor.authorDeenihan, John Edmond
dc.date.accessioned2019-11-05T15:33:33Z
dc.date.available2019-11-05T15:33:33Z
dc.date.issued2011
dc.identifier.citationJohn Edmond Deenihan, 'Performance of high-strength concrete composite columns subject to earthquake loading conditions', [thesis], Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering, 2011, pp 365
dc.identifier.otherTHESIS 9159
dc.description.abstractComposite construction has been used in industry for decades due to superior load carrying capacity of the members compared with traditional reinforced concrete construction. A composite column is a structural member that uses a combination of concrete incorporating structural steel shapes, pipes or tubes with or without reinforcing steel to provide adequate load carrying capacity to axial loads or a combination of axial loads and bending moments. The interactive and integral behaviour between the concrete and structural steel makes the composite column a very cost effective and structurally efficient member.
dc.format1 volume
dc.language.isoen
dc.publisherTrinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering
dc.relation.isversionofhttp://stella.catalogue.tcd.ie/iii/encore/record/C__Rb14633289
dc.subjectCivil Engineering, Ph.D.
dc.subjectPh.D. Trinity College Dublin.
dc.titlePerformance of high-strength concrete composite columns subject to earthquake loading conditions
dc.typethesis
dc.type.supercollectionthesis_dissertations
dc.type.supercollectionrefereed_publications
dc.type.qualificationlevelDoctoral
dc.type.qualificationnameDoctor of Philosophy (Ph.D.)
dc.rights.ecaccessrightsopenAccess
dc.format.extentpaginationpp 365
dc.description.noteTARA (Trinity’s Access to Research Archive) has a robust takedown policy. Please contact us if you have any concerns: rssadmin@tcd.ie
dc.identifier.urihttp://hdl.handle.net/2262/90082


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