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dc.contributor.authorDoh, Jeung-Hwanen_US
dc.contributor.authorFragomeni, Samen_US
dc.contributor.editorProfessor J.G. Tengen_US
dc.date.accessioned2017-05-03T11:38:16Z
dc.date.available2017-05-03T11:38:16Z
dc.date.issued2006en_US
dc.identifier.issn13694332en_US
dc.identifier.doi10.1260/136943306776232954en_US
dc.identifier.urihttp://hdl.handle.net/10072/13778
dc.description.abstractReinforced concrete walls with openings are tested in both one-way and two-way action. The test panels, with a slenderness ratio of 30 or 40, were subjected to a uniformly distributed axial load with an eccentricity of tw/6. Apart from highlighting the experimental set-up; typical crack patterns, failure modes, and load-deflection behaviour are also reported. Utilising these and other published test results, a formula predicting the ultimate load of walls with openings was derived. A comparative study of predicted to test results indicates that the new formula is accurate and reliable.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.format.extent1268977 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_US
dc.publisherA Multi-Science Publicationen_US
dc.publisher.placeUKen_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofpagefrom103en_US
dc.relation.ispartofpageto115en_US
dc.relation.ispartofedition2006en_US
dc.relation.ispartofissue1en_US
dc.relation.ispartofjournalAdvances in Structural Engineeringen_US
dc.relation.ispartofvolume9en_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchcode290801en_US
dc.titleUltimate load formula for reinforced concrete wall panels with openingsen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2006 Multi-Science Publishing Co. Ltd. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.en_US
gro.date.issued2015-02-02T04:17:46Z
gro.hasfulltextFull Text


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