Performance of dowel type panel-to-foundation connections in slender concrete precast panels

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dc.contributor.author Hogan, Lucas en
dc.contributor.author Henry, Richard en
dc.contributor.author Hashemi, J en
dc.contributor.author Ingham, Jason en
dc.coverage.spatial Los Angeles, USA en
dc.date.accessioned 2020-02-09T22:25:20Z en
dc.date.issued 2018-06-25 en
dc.identifier.isbn 978-1-5108-7325-4 en
dc.identifier.uri http://hdl.handle.net/2292/49820 en
dc.description.abstract Precast concrete wall buildings represent a significant portion of the New Zealand building stock, particularly for low-rise industrial and commercial buildings. These buildings typically are constructed with tall, slender panels that have minimum reinforcement content, and are connected to the foundation with horizontal starter bars which are cast into the foundation following panel erection. Despite the prolific nature of this construction type, there is limited evidence of the seismic performance of existing connections between the panels and other structural elements. In addition, previous earthquakes, including the Canterbury and Kaikoura events, have revealed that these connections are often the most vulnerable aspect of this construction type. In response to this lack of evidence, an experimental program investigating the seismic response of panel to foundation connections was performed. The testing program focused on dowel type connections typically used for low-rise industrial or commercial buildings. The testing program consisted of over thirty concrete panels with a single layer of reinforcement, which incorporated both details currently used in practice as well as alternative connection details that have been proposed to improve robustness in connection performance, while still maintaining construction feasibility. Specimens were subjected to out-of-plane, inplane, and bi-directional actions in order to assess the connection performance during different loading actions. A summary of this testing program is described herein, including the performance of both the existing and alternative details and recommendations for the design of these connections in new structures. en
dc.publisher Earthquake Engineering Research Institute en
dc.relation.ispartof Eleventh U.S. National Conference on Earthquake Engineering en
dc.relation.ispartofseries Proceedings of the 11th National Conference in Earthquake Engineering 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. en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.title Performance of dowel type panel-to-foundation connections in slender concrete precast panels en
dc.type Conference Item en
pubs.begin-page 7671 en
dc.rights.holder Copyright: The author en
pubs.author-url https://11ncee.org/images/11NCEE-Program-ONLINE.pdf en
pubs.end-page 7681 en
pubs.finish-date 2018-06-29 en
pubs.start-date 2018-06-25 en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Proceedings en
pubs.elements-id 790829 en
pubs.org-id Engineering en
pubs.org-id Civil and Environmental Eng en
pubs.record-created-at-source-date 2020-01-10 en


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