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Images, UC QuakeStudies

A protest sign painted on a fence shows an image of the cathedral spire and the words "Save + restore, stone by precious stone!" The photographer comments, "The Christchurch Cathedral got very badly damaged in the earthquake. It was being demolished down to a safe level before a major protest managed to stop it going too far. There is still an ongoing debate on what to do with the Cathedral. In the meantime a cardboard cathedral made out of a steel framework and massive toilet roll tubes is being constructed close by. This is to the right of the protest about the closure of Christchurch schools".

Videos, UC QuakeStudies

A video of Stone Works removing a time capsule from the foundations of the old Press Building in Cathedral Square. The time capsule was found in the foundation stone of the building. It contained a bundle of newspapers from April 1907, handwritten notes, and coins.

Images, UC QuakeStudies

Members of the public view the damaged tower of Christ Church Cathedral. Bracing has been placed on the front wall to the right to limit further damage. In the centre of the crowd stands a wire cage filled with stones. After the earthquake, love notes to Christchurch were written on the stones.

Research papers, The University of Auckland Library

The sequence of earthquakes that has affected Christchurch and Canterbury since September 2010 has caused damage to a great number of buildings of all construction types. Following post-event damage surveys performed between April 2011 and June 2011, the damage suffered by unreinforced stone masonry buildings is reported and different types of observed failures are described. A detailed technical description of the most prevalently observed failure mechanisms is provided, with reference to recognised failure modes for unreinforced masonry structures. The observed performance of existing seismic retrofit interventions is also provided, as an understanding of the seismic response of these interventions is of fundamental importance for assessing the vulnerability of similar strengthening techniques when applied to unreinforced stone masonry structures.