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dc.contributor.advisorBroderick, Brian
dc.contributor.authorRyan, Catherine Anne
dc.date.accessioned2019-07-29T15:56:00Z
dc.date.available2019-07-29T15:56:00Z
dc.date.issued2002
dc.identifier.citationCatherine Anne Ryan, 'Confinement in wireball-reinforced concrete members', [thesis], Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering, 2002, pp 272
dc.identifier.otherTHESIS 6728
dc.description.abstractModern codes for the earthquake-resistant design of structures rely on the dissipation of seismic energy through deformations of pre-designated plastic hinge regions. In reinforced concrete members, it is of utmost importance that these plastic hinges be confined adequately so that they possess sufficient rotational capacity. Eurocode 8, the European code for earthquake resistant design, specifies considerable quantities of transverse steel, in the form of links, in the plastic hinges where larger inelastic deform ations are expected to occur.
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__Rb12434680
dc.subjectCivil Structural and Environmental Engineering, Ph.D.
dc.subjectPh.D. Trinity College Dublin
dc.titleConfinement in wireball-reinforced concrete members
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 272
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/2262/89068


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