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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.identifier.urihttp://hdl.handle.net/2262/90082
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


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