A Case Study of Successful Performance of Retrofitted Masonry Substations

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dc.contributor.authorMisnon, Noor Aina
dc.contributor.authorDizhur, Dmytro
dc.contributor.authorMackenzie, John
dc.contributor.authorFikri, Rijalul
dc.contributor.authorAbeling, Shannon
dc.contributor.authorIngham, Jason
dc.date.accessioned2016-09-26T20:38:40Z
dc.date.available2016-09-26T20:38:40Z
dc.date.issued2016en
dc.descriptionSince the mid 1990s, the Christchurch inventory of substation buildings was seismically retrofitted as part of the Risk and Realities improvement programme. • The substation buildings were retrofitted using a system of simple and cost-effective steel elements. • The 2010/2011 Canterbury earthquakes caused significant immediate disruption to power distribution network in Christchurch. • It took a single day in September 2010 and ten days in February 2011 to restore power to 90% customers. Tostudytheseismicperformanceofmasonrysubstationbuildingsfromamulti-disciplinary perspective on structural,economic and social aspects.en
dc.identifier.urihttp://hdl.handle.net/10092/12781
dc.language.isoen
dc.publisherQuake CoREen
dc.rightsCC-BY 4.0 Internationalen
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/legalcode
dc.titleA Case Study of Successful Performance of Retrofitted Masonry Substationsen
dc.typeConference Contributions - Other
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