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dc.contributor.authorDoh, Jeung-Hwanen_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorKim, Taewanen_US
dc.contributor.editorGary C. Harten_US
dc.date.accessioned2017-05-03T11:38:05Z
dc.date.available2017-05-03T11:38:05Z
dc.date.issued2012en_US
dc.date.modified2014-08-28T05:06:54Z
dc.identifier.issn15417794en_US
dc.identifier.doi10.1002/tal.641en_US
dc.identifier.urihttp://hdl.handle.net/10072/37195
dc.description.abstractThe safe and efficient construction of reinforced concrete flat plate systems requires an accurate, reliable and universally applicable procedure for the punching shear strength design. A nonlinear layered finite element method (LFEM) capable of analysing the punching shear strength of such system has been developed. Based on the LFEM, a parametric study is undertaken to evaluate some of the factors influencing punching shear strength of reinforced concrete flat palate with spandrel beams. This is done by varying the depth and the width of the spandrel beam while keeping other variables constant. The numerical results obtained by the LFEM are also compared with those predicted by the recommendations of the Australian Standard (AS3600-2009) and the Wollongong-Griffith semi-empirical method. The results confirm that the Australian Standard is inadequate in predicting the punching shear strength at the corner and edge column connections of flat plates with spandrel beams or torsion strips.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.format.extent1044552 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_US
dc.publisherJohn Wiley & Sonsen_US
dc.publisher.placeUnited Kingdomen_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofpagefrom605en_US
dc.relation.ispartofpageto620en_US
dc.relation.ispartofissue8en_US
dc.relation.ispartofjournalThe structural design of tall and special buildingsen_US
dc.relation.ispartofvolume21en_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchStructural Engineeringen_US
dc.subject.fieldofresearchcode090506en_US
dc.titleParametric and comparative study of spandrel beam effect on the punching shear strength of reinforced concrete flat platesen_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 2010 John Wiley & Sons, Ltd. This is the pre-peer reviewed version of the following article: Parametric and comparative study of spandrel beam effect on the punching shear strength of reinforced concrete flat plates, ChemBioChem, Early View (Articles online in advance of print), which has been published in final form at http://dx.doi.org/10.1002/tal.641en_US
gro.date.issued2012
gro.hasfulltextFull Text


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