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dc.creatorSingh, S.S.
dc.creatorCooke, N.
dc.creatorBull, D.K.
dc.date1999-06-30
dc.date.accessioned2020-01-13T11:16:39Z
dc.date.available2020-01-13T11:16:39Z
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/520
dc.identifier10.5459/bnzsee.32.2.90-101
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/1278
dc.descriptionThis paper presents the results of an experimental investigation by Singh (1998) [1], into the serviceability and strength performance of a full-scale reinforced concrete masonry wall with RibraftTM floor. The wall was C-shaped in plan and was partially grouted. The results show that the masonry wall behaved in a ductile manner, and that response remained elastic to an out-of-plane load of approximately 6 kPa. The wall reached the Ultimate Limit State deflection criterion of 50 mm (2% drift) at a load of 7.6 kPa. The crack and deflection patterns were as predicted by the yield-line theory, which however, provided a conservative estimate of the out-of-plane failure load of 5.0 kPa. The test was halted at a load of 10.7 kPa at which point the main wall had not collapsed and was still being supported by the return walls. The RibraftTM floor behaved elastically, except for a local failure restricted to minor spalling of the wall foundations.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/520/497
dc.rightsCopyright (c) 1999 S.S. Singh, N. Cooke, D.K. Bullen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 32 No 2 (1999); 90-101en-US
dc.source2324-1543
dc.source1174-9857
dc.titleOut-of-plane performance of a partially filled reinforced concrete masonry wall with Ribraft_TM flooren-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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