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dc.contributor.authorNhat-Minh, Ho
dc.contributor.authorDoh, Jeung-Hwan
dc.date.accessioned2019-07-04T12:32:26Z
dc.date.available2019-07-04T12:32:26Z
dc.date.issued2018
dc.identifier.issn1541-7794
dc.identifier.doi10.1002/tal.1459
dc.identifier.urihttp://hdl.handle.net/10072/381547
dc.description.abstractAxially loaded reinforced concrete (RC) walls in tilt‐up structures can be supported top and bottom only by floors or roof structures. However, RC walls are often combined to form I‐, C‐, T‐, and L‐shapes to make efficient use of the building area in multi‐storey buildings. With these configurations, walls may also be laterally supported on either or both sides by interconnecting walls. While many researchers have investigated the behaviours of RC walls, either in one‐way action or two‐way action supported on four sides with and without openings, limited research has been conducted on two‐way action walls supported on three sides (TW3S). As such, this paper experimentally and numerically investigates the behaviour of TW3S walls. Details of the 12 half‐scale walls tested, including experimental setup, failure loads, crack patterns, and load‐deflection characteristics, are reported. In addition, the Finite Element Method using ABAQUS software for investigating the behaviour of TW3S walls is described in detail. Finally, due to the conservative nature of code design equations and there being limited available methods for predicting the ultimate load of TW3S walls with openings, a rigid‐plastic approach has been proposed in this study to evaluate the failure load of TW3S walls.
dc.description.peerreviewedYes
dc.languageEnglish
dc.language.isoeng
dc.publisherJohn Wiley & Sons
dc.publisher.placeUnited Kingdom
dc.relation.ispartofpagefrom1
dc.relation.ispartofpageto23
dc.relation.ispartofissue7
dc.relation.ispartofjournalThe Structural Design of Tall and Special Buildings
dc.relation.ispartofvolume27
dc.subject.fieldofresearchCivil Engineering not elsewhere classified
dc.subject.fieldofresearchCivil Engineering
dc.subject.fieldofresearchcode090599
dc.subject.fieldofresearchcode0905
dc.titleExperimental and numerical investigations of axially loaded RCwalls restrained on three sides
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
dc.description.versionAccepted Manuscript (AM)
gro.facultyGriffith Sciences, School of Engineering and Built Environment
gro.rights.copyright© 2018 John Wiley & Sons, Ltd. This is the peer reviewed version of the following article: 'Experimental and numerical investigations of axially loaded RC walls restrained on three sides' in The Structural Design of Tall and Special Buildings, Volume 27 Issue 7 May 2018, which has been published in final form at https://doi.org/10.1002/tal.1459. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving (http://olabout.wiley.com/WileyCDA/Section/id-828039.html)
gro.hasfulltextFull Text
gro.griffith.authorDoh, Jeung-Hwan
gro.griffith.authorHo, Nhat Minh


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