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Images, UC QuakeStudies

Internal damage to a house in Richmond. A doorframe has visibly warped, leaving a gap between the frame and the door. Outside, cracks can be seen in the concrete patio. The photographer comments, "Sunroom - bifold doors are now separated from the frame. The doors on the left blew right out in a strong wind 2 weeks after the quake".

Images, UC QuakeStudies

Internal damage to a house in Richmond. A large crack in the wallboard below a window has exposed the bricks, and the skirting board has moved away from the floor. The photographer comments, "Cracks in the wall of the sunroom. This is the interior view of the crack in the previous shot".

Images, UC QuakeStudies

Damage to a house in Richmond. A brick chimney has visibly twisted and there are gaps between the bricks. The photographer comments, "Damaged chimney. We'll have to get this taken down tidily, but our roofer friends are a bit busy... (It was taken down on the morning of Day 2, just as well)".

Images, Alexander Turnbull Library

Labour leader Phil Goff is being 'shored up' and strengthened by reinforced steel beams which represent his 'leadership. He tells ACT leader Rodney Hide who holds a newspaper with a headline reading 'ACT rattled again' that he needs to 'strengthen now before the next shake up!' As an insecure leader he is showing sympathy to Rodney Hide who is even more insecure because of the recent embarrassment of the David Garrett debacle. The title of the cartoon is 'Quake-proofing essential...' which is a reference to the Christchurch earthquake of 4th September and the continuing aftershocks. Quantity: 1 digital cartoon(s).

Research papers, The University of Auckland Library

This paper presents preliminary field observations on the performance of selected steel structures in Christchurch during the earthquake series of 2010 to 2011. This comprises 6 damaging earthquakes, on 4 September and 26 December 2010, February 22, June 6 and two on June 13, 2011. Most notable of these was the 4 September event, at Ms7.1 and MM7 (MM as observed in the Christchurch CBD) and most intense was the 22 February event at Ms6.3 and MM9-10 within the CBD. Focus is on performance of concentrically braced frames, eccentrically braced frames, moment resisting frames and industrial storage racks. With a few notable exceptions, steel structures performed well during this earthquake series, to the extent that inelastic deformations were less than what would have been expected given the severity of the recorded strong motions. Some hypotheses are formulated to explain this satisfactory performance. http://db.nzsee.org.nz/SpecialIssue/44%284%290297.pdf