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Articles, UC QuakeStudies

A blog post from Moya Sherriff about her eighth month as Intern for the Canterbury Cultural Collections Recovery Centre (CCCRC). In this post Sherriff interviews staff of the Kaiapoi Museum about losing their museum building following the Canterbury earthquakes, and moving their collections into the Canterbury Cultural Collections Recovery Centre. This blog post was downloaded on 18 November 2014.

Articles, UC QuakeStudies

An edited copy of the pdf transcript of Laura's second earthquake story, captured by the UC QuakeBox Take 2 project. At the participant's request, parts of this transcript have been redacted. Interviewer: Jennifer Middendorf. Transcriber: Laura Moir.

Articles, UC QuakeStudies

Following the February 2011 earthquake, the Canterbury Branch of the TEU surveyed members to determine the psychological and physical impact of the earthquakes on members, in particular on their working conditions and ability to participate in consultation processes. 90 members responded, and this report gives a summary of the responses to short-answer questions and overall themes.

Articles, UC QuakeStudies

Following the February 2011 earthquake, the Canterbury Branch of the TEU surveyed members to determine the psychological and physical impact of the earthquakes on members, in particular on their working conditions and ability to participate in consultation processes. 90 members responded, and this report gives a summary of the percentage of responses received for each survey question.

Research papers, The University of Auckland Library

Following the 2010/2011 Canterbury, New Zealand earthquakes, a detailed door-to-door survey was conducted in the Christchurch region to establish the earthquake performance of lightweight timber-framed residential dwellings with a masonry veneer external cladding system. The post-earthquake survey involved documenting the condition of dwellings in areas that had experienced different levels of earthquake shaking, allowing comparison between the performance of different veneer systems and different shaking intensities. In total, just fewer than 1,100 residential dwellings were inspected throughout the wider Christchurch area. The survey included parameters such as level of veneer damage, type of veneer damage, observed crack widths, and level of repair required. It is concluded that based on observed earthquake performance at the shaking intensities matching or exceeding ultimate limit state loading, the post-1996 veneer fixing details performed satisfactorily and continued use of the detail is recommended without further modification. AM - Accepted Manuscript