dc.contributor.author |
Walsh, Kevin |
en |
dc.contributor.author |
Liu, P |
en |
dc.contributor.author |
Dizhur, Dmytro |
en |
dc.contributor.author |
Ingham, Jason |
en |
dc.coverage.spatial |
Queenstown, New Zealand |
en |
dc.date.accessioned |
2013-11-07T01:54:43Z |
en |
dc.date.issued |
2013-10-03 |
en |
dc.identifier.citation |
NZ Concrete Industry Conference 2013, Queenstown, New Zealand, 03 Oct 2013 - 05 Oct 2013. Proceedings of the NZ Concrete Industry Conference 2013. New Zealand Concrete Society. 146-165. 03 Oct 2013 |
en |
dc.identifier.uri |
http://hdl.handle.net/2292/21047 |
en |
dc.description.abstract |
Following the 1931 Hawke’s Bay earthquake, buildings in Napier, Hastings, and surrounding areas were rebuilt in a comparatively homogenous structural and architectural style comprising the region’s famous Art Deco building stock. These ‘interwar buildings’ are most often composed of reinforced concrete frames and (while detailed in a fairly ductile fashion for the time) often register as earthquake-prone in preliminary seismic assessments, concerning owners, tenants, city officials, and all of those who value the heritage and future use of these iconic structures. Findings from a preliminary investigation on the likely seismic performance of Hawke’s Bay’s Art Deco buildings (Walsh and Ingham 2013) reported on the building typological classifications as well as how regulatory actions, financing, and tenancies may be affected by the results of seismic assessments. Utilising forensic inspection tools and numerical modelling techniques, the authors subsequently determined that popular, simpler seismic assessments (such as the initial evaluation procedure or equivalent static analysis) may lead to underestimations of the likely seismic performance of these buildings in a design basis earthquake. The progression of analysis complexities from the initial evaluation procedure (IEP) to an equivalent static analysis to a nonlinear time-history analysis is demonstrated for a case study building. The interpretation of the results suggests that owners of Art Deco buildings are likely to benefit from having higher levels of engineering analysis performed on their buildings aided by information on building-specific material, detailing, and configuration so as to avoid regulatory actions for “earthquake-prone” buildings and the loss of tenancy revenue and resale value. |
en |
dc.publisher |
New Zealand Concrete Society |
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dc.relation.ispartof |
NZ Concrete Industry Conference 2013 |
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dc.relation.ispartofseries |
Proceedings of the NZ Concrete Industry Conference 2013 |
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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 |
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dc.title |
Detailed seismic assessment of a Hawke’s Bay Art Deco case study building |
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dc.type |
Conference Item |
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pubs.begin-page |
146 |
en |
pubs.end-page |
165 |
en |
pubs.finish-date |
2013-10-05 |
en |
pubs.publication-status |
Published |
en |
pubs.start-date |
2013-10-03 |
en |
dc.rights.accessrights |
http://purl.org/eprint/accessRights/RestrictedAccess |
en |
pubs.subtype |
Proceedings |
en |
pubs.elements-id |
407202 |
en |
pubs.org-id |
Engineering |
en |
pubs.org-id |
Civil and Environmental Eng |
en |
pubs.record-created-at-source-date |
2013-10-08 |
en |