Experimental Assessment of Inadequately Detailed Reinforced Concrete Wall Components

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dc.contributor.author Gebreyohaness, A en
dc.contributor.author Clifton, George en
dc.contributor.author Butterworth, J en
dc.contributor.author Ingham, Jason en
dc.date.accessioned 2016-05-27T07:09:11Z en
dc.date.issued 2014-03-01 en
dc.identifier.citation ACI Structural Journal, 2014, 111 (2), pp. 279 - 290 en
dc.identifier.uri http://hdl.handle.net/2292/28923 en
dc.description.abstract An experimental study undertaken to assess the seismic behavior of reinforced concrete (RC) walls constructed prior to the introduction of seismic design requirements in the New Zealand Standard Model Building By-law is presented. The geometric characteristics and material properties of the test specimens were replicated from those of an existing building. The primary test variables considered were wall thickness, magnitude of applied axial compressive load, and aspect ratio. In addition, the influence of the longitudinal reinforcing bar splices, which are positioned in locations that are not permitted by current design standards, on the seismic performance of the walls was investigated. The response of the test specimens was dominated by rocking, after yielding of the longitudinal reinforcing bars located adjacent to the boundaries of the walls occurred. The peak strength and the stiffness of the test specimens dropped rapidly and significantly after low-level drift cycles. Overall, the test specimens exhibited poor ductility and limited energy dissipation capacity. Provisions for required tension splice lengths of plain round bars in ASCE/SEI 41-06 were found to be excessively conservative. en
dc.description.uri https://www.concrete.org/publications/acistructuraljournal.aspx en
dc.language English en
dc.publisher American Concrete Institute en
dc.relation.ispartofseries ACI Structural Journal en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. Details obtained from http://www.sherpa.ac.uk/romeo/issn/0889-3241/ en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.subject Science & technology en
dc.subject Technology en
dc.subject Construction & building technology en
dc.subject Engineering, Civil en
dc.subject Materials Science, Multidisciplinary en
dc.subject Engineering en
dc.subject Materials Science en
dc.subject Eexisting buildings en
dc.subject Lap splice en
dc.subject Lightly reinforced en
dc.subject Walls en
dc.subject Short Lap Spices en
dc.subject Shear Walls en
dc.subject Performance en
dc.subject Earthquake en
dc.subject Buildings en
dc.subject Behavior en
dc.subject Columns en
dc.title Experimental Assessment of Inadequately Detailed Reinforced Concrete Wall Components en
dc.type Journal Article en
dc.identifier.doi 10.14359/51686520 en
pubs.issue 2 en
pubs.begin-page 279 en
pubs.volume 111 en
dc.rights.holder Copyright: American Concrete Institute en
pubs.author-url https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=51686520 en
pubs.end-page 290 en
pubs.publication-status Published en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Article en
pubs.elements-id 436802 en
pubs.org-id Engineering en
pubs.org-id Civil and Environmental Eng en
dc.identifier.eissn 0889-3241 en
pubs.record-created-at-source-date 2016-05-27 en


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