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Images, UC QuakeStudies

A web image of a poster from 'Local Colour'. The image features Wiremu and reads, "It's up to me now. It's one step forward and heaps of steps back but I'll get there." 'Local Colour' was a campaign by All Right? in collaboration with photographer Neil Macbeth, which aimed to raise emotional literacy in Christchurch.

Images, UC QuakeStudies

An image that appeared on the opening pages of the web edition of Christchurch Art Gallery's magazine Bulletin in Winter 2013 (no. 172). The image depicts an 'All Rightie' listening to music and dancing alongside Rita Angus' well-known painting 'Cass'. The image reads, "Had a good boogie lately?".

Images, UC QuakeStudies

A web image of a poster from 'Local Colour'. The image features Colleen and reads, "You don't realise how much your environment affects your mental wellbeing until it all goes to custard." 'Local Colour' was a campaign by All Right? in collaboration with photographer Neil Macbeth, which aimed to raise emotional literacy in Christchurch. The image was used as a profile picture on the All Right? Facebook page on 24 November 2014 at 3:34pm.

Images, UC QuakeStudies

A web image of a poster from 'Local Colour'. The image features George and reads, "I thought I wasn't affected by the quakes. But then one day I just ended up breaking down. All good now though." 'Local Colour' was a campaign by All Right? in collaboration with photographer Neil Macbeth, which aimed to raise emotional literacy in Christchurch. The image was used as a profile picture on the All Right? Facebook page on 27 August 2014 at 10:27pm.

Images, UC QuakeStudies

An image used as a profile picture on the All Right? Facebook page. The image reads, "Win a Hanmer Springs getaway! We have a Family Escape ($419) or Pamper Pack ($329) to give away, along with eight Mini-Group passes to the hot pools. To be in to win, simply email a photo of something that makes you feel all right to hello@allright.org.nz. Entries close at 5pm on Thursday 21 August". All Right? posted the image on their Facebook page on 7 August 2014 at 12:29pm.

Images, eqnz.chch.2010

Wairoa Street Another web site used this image (with a link to this Flickr page), so the view count sky rocketed. CERA (Canterbury Earthquake Recovery Authority)/Tonkin & Taylor also used this image on page 13 of a Land Damage presentation on 23/06/11. This was also released as a PDF. A few months later a friend emailed me the report (for...

Research papers, University of Canterbury Library

The UC CEISMIC Canterbury Earthquakes Digital Archive was built following the devastating earthquakes that hit the Canterbury region in the South Island of New Zealand from 2010 – 2012. 185 people were killed in the 6.3 magnitude earthquake of February 22nd 2011, thousands of homes and businesses were destroyed, and the local community endured over 10,000 aftershocks. The program aims to document and protect the social, cultural, and intellectual legacy of the Canterbury community for the purposes of memorialization and enabling research. The nationally federated archive currently stores 75,000 items, ranging from audio and video interviews to images and official reports. Tens of thousands more items await ingestion. Significant lessons have been learned about data integration in post-disaster contexts, including but not limited to technical architecture, governance, ingestion process, and human ethics. The archive represents a model for future resilience-oriented data integration and preservation products.

Images, Alexander Turnbull Library

Someone in a car full of passengers who represent '10,000 residents' says 'For Pete's sake... Are they ever going to change?' Spider webs have been spun between the car and the road as the car waits at a traffic light that represents the 'land report' and is stuck on orange. Context - Context - On Thursday 23 June Prime Minister John Key, Canterbury Earthquake Recovery Minister Gerry Brownlee and representatives from engineering consultants Tonkin & Taylor announced the first part of the Government's long-awaited land report that revealed the fate of up to 5000 quake-damaged homes. These homes were in the 'red zone'. But 10,500 owners in the orange zone were left in limbo, with their properties requiring further assessment. The areas included Kaiapoi, Pines Beach, Brooklands, Spencerville, Parklands and Queenspark (www.rebuildchristchurch.co.nz 6 July 2011)) Quantity: 1 digital cartoon(s).

Research papers, The University of Auckland Library

A non-destructive hardness testing method has been developed to investigate the amount of plastic strain demand in steel elements subjected to cyclic loading. The focus of this research is on application to the active links of eccentrically braced frames (EBFs), which are a commonly used seismic-resisting system in modern steel framed buildings. The 2010/2011 Christchurch earthquake series, especially the very intense February 22 shaking, which was the first earthquake worldwide to push complete EBF systems fully into their inelastic state, generating a moderate to high level of plastic strain in EBF active links, for a range of buildings from 3 to 23 storeys in height. This raised two important questions: 1) what was the extent of plastic deformation in active links; and 2) what effect does that have to post-earthquake steel properties? This project comprised determining a robust relationship between hardness and plastic strain in order to be able to answer the first question and provide the necessary input into answering the second question. A non-destructive Leeb (portable) hardness tester (model TH170) has been used to measure the hardness, in order to determine the plastic strain, in hot rolled steel universal sections and steel plates. A bench top Rockwell B was used to compare and validated the hardness measured by the portable hardness tester. Hardness was measured from monotonically strained tensile test specimens to identify the relationship between hardness and plastic strain demand. Test results confirmed a good relationship between hardness and the amount of monotonically induced plastic strain. Surface roughness was identified as an important parameter in obtaining reliable hardness readings from a portable hardness reader. A proper surface preparation method was established by using three different cleaning methods, finished with hand sanding to achieve surface roughness coefficients sufficiently low not to distort the results. This work showed that a test surface roughness (Ra) is not more than 1.6 micron meter (μm) is required for accurate readings from the TH170 tester. A case study on an earthquake affected building was carried out to identify the relationship between hardness and amount of plastic strain demand in cyclically deformed active links. Hardness was carried out from active links shown visually to have been the most affected during one of the major earthquake events. Onsite hardness test results were then compared with laboratory hardness test results. A good relationship between hardness from onsite and laboratory was observed between the test methods; Rockwell B bench top and portable Leeb tester TH170. Manufacturing induced plastic strain in the top and bottom of the webs of hot rolled sections were discovered from this research, an important result which explains why visual effects of earthquake induced active link yielding (eg cracked or flaking paint) was typically more prevalent over the middle half depth of the active link. The extent of this was quantified. It was also evident that the hardness readings from the portable hardness tester are influenced by geometry, mass effects and rigidity of the links. The final experimental stage was application of the method to full scale cyclic inelastic tested nominally identical active links subjected to loading regimes comprising constant and variable plastic strain demands. The links were cyclically loaded to achieve different plastic strain level. A novel Digital Image Correlation (DIC) technique was incorporated during the tests of this scale, to confirm the level of plastic strain achieved. Tensile test specimens were water jet cut from cyclically deformed webs to analyse the level of plastic strain. Test results show clear evidence that cyclically deformed structural steel elements show good correlation between hardness and the amount of plastic strain demand. DIC method was found to be reliable and accurate to check the level of plastic strain within cyclically deformed structural steel elements.