Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14311
DC FieldValueLanguage
dc.contributor.authorSon, K. S.-
dc.contributor.authorPilakoutas, Kypros-
dc.contributor.authorNeocleous, Kyriacos-
dc.date.accessioned2019-07-05T08:26:05Z-
dc.date.available2019-07-05T08:26:05Z-
dc.date.issued2006-09-07-
dc.identifier.citationMagazine of Concrete Research, 2006, vol. 58, no. 7, pp. 411-419en_US
dc.identifier.issn00249831-
dc.description.abstractHoles drilled out to install additional services or equipment, such as for ducts through columns, beams or walls, can lead to loss of strength and possible structural failure. Until now little work has been done on holes in columns and, hence, the present study aims to examine the amount of strength lost owing to the presence of holes in columns. The reported experimental work deals with different parameters such as the number and dimensions of the holes and their relative position. It is shown that, for large diameter holes, a section capacity loss of up to 50% is possible. © 2006 Thomas Telford Ltd.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofMagazine of Concrete Researchen_US
dc.rights© ICEen_US
dc.subjectConcrete slabsen_US
dc.subjectConcretesen_US
dc.subjectComposite dowelsen_US
dc.titleBehaviour of concrete columns with drilled holesen_US
dc.typeArticleen_US
dc.collaborationSeoul National University of Technologyen_US
dc.collaborationUniversity of Sheffielden_US
dc.collaborationSeoul National University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countrySouth Koreaen_US
dc.countryUnited Kingdomen_US
dc.countrySouth Koreaen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1680/macr.2006.58.7.411en_US
dc.identifier.scopus2-s2.0-33748295597-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/33748295597-
dc.relation.issue7en_US
dc.relation.volume58en_US
cut.common.academicyear2005-2006en_US
dc.identifier.spage411en_US
dc.identifier.epage419en_US
item.openairetypearticle-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.languageiso639-1en-
crisitem.author.deptERATOSTHENES Centre of Excellence-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2445-5814-
crisitem.author.parentorgCyprus University of Technology-
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