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dc.contributor.advisorBroderick, Brian
dc.contributor.authorGoggins, Jamie
dc.date.accessioned2019-04-30T08:48:23Z
dc.date.available2019-04-30T08:48:23Z
dc.date.issued2004
dc.identifier.citationJamie Goggins, 'Earthquake resistant hollow and filled steel braces', [thesis], Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering, 2004, pp 372
dc.identifier.otherTHESIS 7552
dc.identifier.urihttp://hdl.handle.net/2262/86344
dc.description.abstractThe earthquake resistance of many building structures is provided by steel bracing members. Although the use of tension-only concentric bracing is common, the behaviour of these systems is not fully understood, and international design guidance differs. Hollow section members are often employed as bracing elements, for both structural and aesthetic reasons. The purpose of this thesis is to investigate the seismic behaviour of such members. The influences of mortar infill and of member slenderness are addressed, mainly through experimental studies.
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__Rb12426444
dc.subjectCivil Structural and Environmental Engineering, Ph.D.
dc.subjectPh.D. Trinity College Dublin
dc.titleEarthquake resistant hollow and filled steel braces
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 372
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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