Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/56072
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dc.contributor.authorSiao, Wen Bin, Ir.-
dc.date.accessioned2018-10-09T03:48:15Z-
dc.date.available2018-10-09T03:48:15Z-
dc.date.issued2017-12-
dc.identifier.citationThe Journal of the Institution of Engineers, Malaysia, Vol. 78(2), Disember 2017, pages 18-23en_US
dc.identifier.issn0126-513X-
dc.identifier.issnhttp://www.myiem.org-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/56072-
dc.descriptionLink to publisher’s homepage at http://www.myiem.orgen_US
dc.description.abstractThis paper proposes a method modified from that as first suggested by Siao1 to determine the effect on column strength taking into consideration the effect of confinement by the surrounding slab. Previous test results2-4 obtained by others (37 test specimens in total) have been used to justify the proposed method. Results show reasonable agreement between actual and predicted values.en_US
dc.language.isoenen_US
dc.publisherThe Institution of Engineers, Malaysia (IEM)en_US
dc.subjectConfined concreteen_US
dc.subjectColumn strengthen_US
dc.subjectFloor slaben_US
dc.titleReinforced concrete strength at slab and column intersectionen_US
dc.typeOtheren_US
Appears in Collections:IEM Journal

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