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Images, UC QuakeStudies

Damage to River Road in Richmond. The road is badly cracked and has slumped towards the river. Road cones and warning tape block off the road to vehicles. The photographer comments, "The end of River Rd, at the corner of Banks Ave-McBratneys Rd-Dallington Tce. Morons in 4WDs kept wanting to drive through here".

Images, UC QuakeStudies

A damaged driveway bridge over Dudley Creek has been blocked off with warning tape. The sides of the bridge have slumped, and the driveway surface has buckled and cracked. In the background, the gates to the property are misaligned. The photographer comments, "The bridge to a large mansion on a huge section was displaced by half a metre".

Images, UC QuakeStudies

A damaged driveway bridge over Dudley Creek has been blocked off with warning tape. The sides of the bridge have slumped, and the driveway surface has buckled and cracked. In the background, the gates to the property are misaligned. The photographer comments, "The bridge into the mansion in Banks Avenue is as broken as the mansion itself".

Images, UC QuakeStudies

A damaged driveway bridge over Dudley Creek has been blocked off with warning tape. The sides of the bridge have slumped, and the driveway surface has buckled and cracked. In the background, the gates to the property are misaligned. The photographer comments, "The bridge to a large mansion on a huge section was displaced by half a metre".

Images, UC QuakeStudies

A photograph of the earthquake damage to the Asko Design building on Victoria Street. The top of the facade has crumpled, falling onto the awning and street. A broken gutter is visible on the building to the left. Two men are working on the awning of the smaller building.

Audio, Radio New Zealand

A new study suggests young Maori wahine are being let down by the health system, because of inadequate information to help them find a midwife; A South Island marae has accepted a donation to repair its wharekai damaged during the 2011 Canterbury earthquakes; About 750 Maori and Pasifika Auckland tertiary students will celebrate their academic achievement this week.

Images, Canterbury Museum

One black hardcover book with a multi-coloured dust jacket depicting men in uniform amongst rubble entitled 'Christchurch 22.2: Beyond the Cordon' containing colour photographs by the New Zealand Police following the 22 February 2011 earthquake. The severe damage to Christchurch’s central city caused by the 22 February 2011 earthquake is unique...

Images, Canterbury Museum

One green plastic Port-A-Loo door with surround, lock and mirror on interior; Port-A-Loo logo on front. One of the most immediate challenges facing Christchurch residents following the 22 February 2011 earthquake was the restriction on using residential toilet facilities. The restrictions were implemented due to the extensive damage to sewerage...

Images, Canterbury Museum

One beige Campmaster portable chemical toilet made from a matte finished high-density polythene and comprising a 20 litre holding tank for waste product and a 10 litre water tank for flushing. Chemical toilets were distributed by the Christchurch City Council as one solution to the badly damaged sewerage system following the 22 February 2011 ea...

Images, Canterbury Museum

One landscape colour digital photograph taken on 25 February 2011 showing damage to the Lyttelton Police Station on Sumner Road and London Street. Photograph taken looking west from St Davids Street. In December 2011, the New Zealand Police decided that the Lyttelton Police Station would be demolished. The building, which opened in 1882 was re...

Images, eqnz.chch.2010

One Month after the Christchurch Earthquake. This is in Kaiapoi at the north end of Christchurch. A view down the walkway next to the river Twitter | Facebook |

Images, UC QuakeStudies

Damage to the Lyttelton Hotel on Norwich Quay. The top of the building has crumbled, bringing the roof down with it. Bricks have fallen on the awning and all along the footpath. Wire fencing and road cones have been used to create a cordon around the building.

Images, UC QuakeStudies

Damage to the Lyttelton Hotel on Norwich Quay. The top of the building has crumbled, bringing the roof down with it. Bricks have fallen on the awning and all along the footpath. Wire fencing and road cones have been used to create a cordon around the building.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office walking down Lichfield Street towards the intersection of Madras Street. Buildings on either side of the team have been damaged by the earthquake and there are piles of rubble on the street in front of them.

Videos, UC QuakeStudies

A video of an interview with Toni Burnside, the Principal of Central New Brighton School, about the proposed merger of her school with South New Brighton School. Burnside talks about her belief that the government's rationale for the merger exaggerated the earthquake damage to the site.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office Emergency Response Team standing on the corner of Lichfield and Manchester Streets. In the background an excavator has been parked on the street. In the background is a large pile of rubble from several earthquake-damaged buildings.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office Emergency Response Team walking down Lichfield Street towards the intersection of Manchester Street. Buildings on either side of the team have been damaged by the earthquake. Plastic and wire fences line the street to the right.

Images, UC QuakeStudies

A photograph looking west down Cashel Street towards the Bridge of Remembrance. Rubble from earthquake-damaged buildings is piled on the road in the distance. Wire fencing has been placed in front of a seating area to the left and around a building in the distance.

Images, UC QuakeStudies

A photograph of a sign outside St Paul's Parish on Gayhurst Road. The sign reads, "St Paul's Parish Mass, Sunday 10am, Marian College Hall, North Parade". The church was damaged during the 4 September earthquake. Tape can be seen around the building in the background.

Images, UC QuakeStudies

A photograph of the Cranmer Centre on Armagh Street. Bricks have fallen off one of the gables onto the concrete below. The remaining gables have been braced with wood to limit further damage. A cherry picker can be seen below, and there is fencing around the building.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office Emergency Response Team and the Red Cross, standing on the corner of Lichfield and Manchester Street. In the background an excavator is parked on the road. Behind the excavator is a block of earthquake-damaged buildings.

Images, UC QuakeStudies

A photograph of a member of the Wellington Emergency Management Office Emergency Response Team walking down Manchester Street. In the background is a group of earthquake-damaged shops. The outer walls of the top storeys of the shops have collapsed, the bricks spilling onto the street.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office walking down Lichfield Street towards the intersection of Madras Street. Buildings on either side of the street have been damaged by the earthquake. Plastic fences have been places around piles of rubble on the street as cordons.

Images, UC QuakeStudies

A photograph of ceramic pots decorated with a mosaic. The mosaic was made out of broken pieces from an earthquake-damaged ceramic handbag ornament.Crack'd for Christchurch comments, "Mosaic pots made by Fifi Colston from Wellington. The handbag is gone but the pots live on."

Research papers, University of Canterbury Library

Impact between structures of bridge sections can play a major, unexpected role in seismic structural damage. Linear and non-linear models are developed to analyze structural impact and response of two single-degree-of-freedom structures, representing adjacent buildings or bridge sections. The analyses presented assess probability of impact, displacement change due to impact, and the probability of increased displacement due to impact. These are assessed over a matrix of structural periods for each degree-of-freedom, different impact coefficients of restitution, and a probabilistically scaled suite of earthquake events. Linear versus non-linear effects are assessed using a Ramberg-Osgood non-linear model for column inelasticity. The normalized distance, or gap-ratio (GR), defined as a percentage of the summed spectral displacements, is used to create probabilistic design requirements. Increasing GR and structural periods that are similar (T2/T1~0.8-1.25) significantly decrease the likelihood of impact, and vice-versa. Including column inelasticity and decreasing coefficient of restitution decrease displacement increases due to impact and thus reduce potential damage. A minimum GR~0.5-0.9 ensures that any displacement increases will be less than 10% for 90% of ground motions over all structural period combinations (0.2-5.0sec). These results enable probabilistic design guidelines to manage undesirable effects of impact– an important factor during the recent Canterbury, New Zealand Earthquakes.

Research papers, University of Canterbury Library

The 22nd February 2011, Mw 6.3 Christchurch earthquake in New Zealand caused major damage to critical infrastructure, including the healthcare system. The Natural Hazard Platform of NZ funded a short-term project called “Hospital Functions and Services” to support the Canterbury District Health Board’s (CDHB) efforts in capturing standardized data that describe the effects of the earthquake on the Canterbury region’s main hospital system. The project utilised a survey tool originally developed by researchers at Johns Hopkins University (JHU) to assess the loss of function of hospitals in the Maule and Bío-Bío regions following the 27th February 2010, Mw 8.8 Maule earthquake in Chile. This paper describes the application of the JHU tool for surveying the impact of Christchurch earthquake on the CDHB Hospital System, including the system’s residual capacity to deliver emergency response and health care. A short summary of the impact of the Christchurch earthquake on other CDHB public and private hospitals is also provided. This study demonstrates that, as was observed in other earthquakes around the world, the effects of damage to non-structural building components, equipment, utility lifelines, and transportation were far more disruptive than the minor structural damage observed in buildings (FEMA 2007). Earthquake related complications with re-supply and other organizational aspects also impacted the emergency response and the healthcare facilities’ residual capacity to deliver services in the short and long terms.