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dc.contributor.authorHallinan, Philipen_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.editorJ. G. Tengen_US
dc.date.accessioned2017-04-24T10:15:56Z
dc.date.available2017-04-24T10:15:56Z
dc.date.issued2007en_US
dc.date.modified2009-03-20T05:32:11Z
dc.identifier.issn13694332en_US
dc.identifier.doi10.1260/136943307780150850en_AU
dc.identifier.urihttp://hdl.handle.net/10072/17678
dc.description.abstractEmpirical wall design equations provided in major codes of practice are conservative because they do not cover walls that are supported on all four sides or walls with slenderness ratios greater than 30. They do not cover walls that require openings for doors, windows and services. The recognition of such factors in design codes would result in savings in construction costs. This study investigates the effect of side restraints and the presence of openings for reinforced concrete wall panels where axial load eccentricity induces secondary bending. A numerical analysis of such walls is undertaken using the non-linear Layered Finite Element Method (LFEM), and results are compared with eight one-third to one-half scale wall panels tested previously at Griffith University. The LFEM predicts the failure loads, the load deflection responses, the deformed shapes and the crack patterns of the tested wall panels. Subsequent parametric studies on the ultimate load carrying capacity of 54 one-way and two-way reinforced concrete walls with openings established relationships of failure load with slenderness ratio and eccentricity.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent558821 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherMulti-Science Publishing Co. Ltd.en_US
dc.publisher.placeUnited Kingdomen_US
dc.publisher.urihttp://www.multi-science.co.uk/advstruc.htmen_AU
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofpagefrom55en_US
dc.relation.ispartofpageto72en_US
dc.relation.ispartofissue1en_US
dc.relation.ispartofjournalAdvances in Structural Engineeringen_US
dc.relation.ispartofvolume10en_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode290801en_US
dc.titleLayered Finite Element Analysis of One-Way and Two-Way Concrete Walls with Openingsen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.rights.copyrightCopyright 2007 Multi-Science Publishing. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.en_AU
gro.date.issued2007
gro.hasfulltextFull Text


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    Contains articles published by Griffith authors in scholarly journals.

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