Deformation capacity of concrete walls: Research findings for both old and new design practice

ResearchSpace/Manakin Repository

Show simple item record Shegay, Aleksey en Zhang, T en Crowe, S en Elwood, Kenneth en Henry, Richard en
dc.coverage.spatial Hamilton, New Zealand en 2020-02-05T01:17:35Z en 2018-10-11 en
dc.identifier.uri en
dc.description.abstract Recent research results are presented that investigate the seismic performance of both singly reinforced concrete walls in existing buildings and modern ductile RC walls subjected to high axial loads. Current assessment and design provisions do not adequately address these wall types and new models are presented to estimate failure mode and deformation capacity. The criteria to estimate walls vulnerable to axial failure could be implemented into seismic assessment guidelines to define those with a severe structural weakness. In addition, the refined model to estimate deformation capacity for ductile walls should be used in both new design and seismic assessment. en
dc.description.uri en
dc.relation.ispartof 2018 Concrete New Zealand Conference 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 en
dc.title Deformation capacity of concrete walls: Research findings for both old and new design practice en
dc.type Conference Item en
dc.rights.holder Copyright: The author en en
pubs.finish-date 2018-10-13 en
pubs.start-date 2018-10-11 en
dc.rights.accessrights en
pubs.subtype Conference Paper en
pubs.elements-id 790830 en Engineering en Civil and Environmental Eng en
pubs.record-created-at-source-date 2020-01-10 en

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