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Images, UC QuakeStudies

A photograph of the Thai Temple restaurant on the corner of Colombo and Peterborough Streets. A red sticker has been placed on the front door, indicating that the building is unsafe to enter. Tape has been placed around the building as a cordon. A sign reading, "Strawberry Fare, yes we are open, we are sorry for any inconvenience" has been tied to a lamp post in front.

Images, UC QuakeStudies

Damage to the church hall of St John the Baptist Church in Latimer Square. Masonry has fallen from one of the building's gables and has been piled against its base. The site has been enclosed in a safety fence. A spray-painted sign can be seen at the base of the building reading, "Danger! Wall unstable, stay clear". A piece of plywood is also visible weather proofing the building's roof.

Articles, UC QuakeStudies

A PDF copy of eight posters promoting the Five Ways to Wellbeing at local libraries. Each poster directs its viewer to explore a section of the library by encouraging them to reflect on different hobbies and interests, for example cooking, painting, exercise, reading or music. The first poster reads, "Want a tasty recipe for the whanau? Good food tastes even better with the ones we love. For recipe books check out 641.5!".

Images, UC QuakeStudies

A sign above the 3 Wise Men shop in the Re:Start mall, reading "Re:Start, supported by ASB". The photographer comments, "The new temporary city mall has been open in Christchurch now for a week. Buildings damaged in the earthquake have been demolished and replaced with cargo containers to create a new, temporary, Cashel Mall. I visited the mall yesterday and was quite impressed with what they have done. The cargo containers have been nicely converted, brightly painted and smartly branded to create some good looking stores".

Images, UC QuakeStudies

The Arts Centre photographed shortly after the 22 February 2011 earthquake. A large crack can be seen in the tower and part of the brickwork around the clock has collapsed onto the pavement below. Scaffolding was placed up against the building after the 4 September 2010 earthquake and the gable was braced with wooden planks. This probably limited the damage to this part of the building. The building has been cordoned off with tape reading, 'Danger keep out'. A sign in front of the door reads, 'Site closed'.

Images, UC QuakeStudies

A girl decorating the chalkboard sign at Gap Filler's "Film in the Gap!" project. The chalkboard outlines the programme for the evening of April 6th, 2011, reading, "Gap Filler: 1st - 10th of April. Free live music and films from 5pm onwards. 5: Radius Kink, 6: Runaround Sue, 7: films: NZ Shorts - 2Cars, 1 Night, Tama Tu, + Forgotten Silver. Bring - cushion, chair, blanket, picnic. Coffee from 4:30pm daily. Ex demolition site. Please be safety aware. Proper footwear must be worn!".

Images, UC QuakeStudies

A girl decorating the chalkboard sign at Gap Filler's "Film in the Gap!" project. The chalkboard outlines the programme for the evening of April 6th, 2011, reading, "Gap Filler: 1st - 10th of April. Free live music and films from 5pm onwards. 5: Radius Kink, 6: Runaround Sue, 7: films: NZ Shorts - 2Cars, 1 Night, Tama Tu, + Forgotten Silver. Bring - cushion, chair, blanket, picnic. Coffee from 4:30pm daily. Ex demolition site. Please be safety aware. Proper footwear must be worn!".

Images, UC QuakeStudies

A sign outside Lyttelton's grassy market on Oxford Street reading "Join us for a chat". This sign was placed by members of the Lyttelton community who were stitching felt hearts to hand out to members of the public. The felt hearts were a healing outlet during the Canterbury earthquakes. The goal was to create beauty in the midst of chaos, to keep people's hands busy and their minds off the terrifying reality of the earthquakes, as well as to give a gift of love to workers and businesses who helped improve life in Lyttelton.

Images, UC QuakeStudies

A photograph of an earthquake-damaged house on Marine Parade in North Brighton. The front section of the house has collapsed, the rest buckled. The wall of the gable has also collapsed as well as part of the lower front wall. A red sticker in the window indicates that the building is unsafe to enter. A message has been spray painted on the front window, reading, "Roof tiles, $3 each". Police tape, a road cone and saw horses have been used to cordon off the house.

Images, UC QuakeStudies

A photograph of an earthquake-damaged house on Marine Parade in North Brighton. The front section of the house has collapsed, the rest buckled. The wall of the gable has also collapsed as well as part of the lower front wall. A red sticker in the window indicates that the building is unsafe to enter. A message has been spray painted on the front window, reading, "Roof tiles, $3 each". Police tape has been used to cordon off the house. Public notices can be seen on the fence, on the roof of the collapsed section and the section behind.

Articles, UC QuakeStudies

A PDF copy of eight posters promoting the Five Ways to Wellbeing at local libraries. Each poster directs its viewer to explore a section of the library by encouraging them to reflect on different hobbies and interests, for example cooking, painting, exercise, reading or music. The first poster reads, "Want a tasty recipe for the whanau? Good food tastes even better with the ones we love. For recipe books check out 641.5!". This set of posters differs from the other sets of library posters in that the poster that reads, "When did you last really rock out?" contains the Fregal logo.

Images, UC QuakeStudies

A yellow sticker on the door of a house in Worcester Street reading, "Restricted use. No entry except on essential business. Warning: This building has been damaged and its structural safety is questionable. Earthquake aftershocks present danger. Enter only at own risk. Subsequent events may result in increased damage and danger, changing this assessment. Reinspection may be required. The damage is as described below: partial collapse of longitudinal walls". Following on from this are the specific conditions that must be complied with to enable entry into the property, the inspector's identification details, and the date and time the building was inspected. At the bottom the form reads, "Do not remove this placard. Placed by order of the territorial authority Christchurch City Council".

Images, UC QuakeStudies

A photograph an Anna Wilson, Physical Health Advisor for Sport Canterbury, taking part in #FiveYearsOn. Sport Canterbury was an All Right? Champion. Wilson holds a sign reading, 'Five years on, I feel... Upset as to what we have lost and what we have gone through but excited for what may come." All Right? posted the photograph on their Facebook Timeline on 21 February 2016 at 9:11am. All Right? captioned the photograph: "Anna from Sport Canterbury is feeling upset as to what we have lost and what we have gone through but excited for what may come. #fiveyears on #5yearson #allrightnz".

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.