ILEE-QuakeCoRE collaboration: Low-damage concrete wall building test

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dc.contributor.author Henry, Richard en
dc.contributor.author Lu, Yiqiu en
dc.contributor.author Elwood, Kenneth en
dc.contributor.author Rodgers, GW en
dc.contributor.author Zhou, Y en
dc.contributor.author Gu, A en
dc.contributor.author Yang, TY en
dc.coverage.spatial Auckland en
dc.date.accessioned 2020-02-05T02:35:01Z en
dc.date.issued 2019-04-04 en
dc.identifier.uri http://hdl.handle.net/2292/49775 en
dc.description.abstract Implementation of low-damage concrete buildings has highlighted a number of challenges when considering the response of the entire building, including detailing for displacement compatibility during seismic response. In order to provide essential evidence to support the development of lowdamage concrete structures, a system level shake-table test of a full-scale low-damage concrete wall building implementing state-of-art design concepts was conducted on the multi-functional shaketable array at Tongji University as part of an international collaborative project. The test building was designed to represent systems implemented in New Zealand buildings and used post-tensioned (PT) precast concrete walls and precast concrete frames with slotted beam connections. Different floor systems and wall-to-floor connections were incorporated to investigate alternative design concepts and detailing. A number of alternative energy dissipation devices were located at the wall base and beam-column joints, including yielding steel fuses, lead-extrusion dampers, and non-linear viscous fluid dampers. The building was subjected to approximately 40 separate earthquake ground motions, with different combinations of wall strength, energy dissipating elements, shaking direction, and ground motions. Overall, the building performance was excellent, sustaining repeated tests at both design and maximum consider earthquake intensities with only minor damage to the wall toes and minor cracking to the floor slabs. The test is of a scale not common in a New Zealand context and has provided a rich dataset to verify design procedures, detailing practice, and numerical models. en
dc.description.uri https://www.confer.nz/pcee2019/programme/ en
dc.relation.ispartof The 2019 Pacific Conference on 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 ILEE-QuakeCoRE collaboration: Low-damage concrete wall building test en
dc.type Conference Item en
dc.rights.holder Copyright: The author en
pubs.author-url http://db.nzsee.org.nz/2019/Invited/10%20Henry.pdf en
pubs.finish-date 2019-04-06 en
pubs.start-date 2019-04-04 en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Conference Paper en
pubs.elements-id 790835 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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