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Images, UC QuakeStudies

Crack repairs on the Rendezvous Hotel in Gloucester Street. Cracks have been injected with epoxy resin using syringes. The epoxy resin leaves a peak around each hole which will be ground down to a smooth surface. The wall will then be repainted. This process actually makes the wall stronger than it was originally.

Images, UC QuakeStudies

Steel bracing on the front of the Worcester Street face of the Octagon Live Restaurant (formerly Trinity Church), which is being repaired. The scaffolding has been decorated with sculptures of people kayaking, cycling, climbing and bungee jumping. Some of the figures are wearing santa hats. A fence has been constructed at the base of the 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.

Research papers, Lincoln University

The major earthquakes of 2010 and 2011 brought to an abrupt end a process of adaptive reuse, revitalisation and gentrification that was underway in the early 20th century laneways and buildings located in the south eastern corner of the Christchurch Central Business District. Up until then, this location was seen as an exemplar of how mixed use could contribute to making the central city an attractive and viable alternative to the suburban living experience predominant in New Zealand. This thesis is the result of a comprehensive case study of this “Lichfield Lanes” area, which involved in depth interviews with business owners, observation of public meetings and examination of documents and the revitalisation research literature. Findings were that many of the factors seen to make this location successful pre-earthquakes mirror the results of similar research in other cities. These factors include: the importance of building upon historic architecture and the eclectic spaces this creates; a wide variety of uses generating street life; affordable rental levels; plus the dangers of uniformity of use brought about by focussing on business types that pay the most rent. Also critical is co-operation between businesses to create and effectively market and manage an identifiable precinct that has a coherent style and ambience that differentiates the location from competing suburban malls. In relation to the latter, a significant finding of this project was that the hospitality and retail businesses key to the success of Lichfield Lanes were not typical and could be described as quirky, bohemian, chaotic, relatively low rent, owner operated and appealing to the economically important “Creative Class” identified by Richard Florida (2002) and others. In turn, success for many of these businesses can be characterised as including psychological and social returns rather than simply conventional economic benefits. This has important implications for inner city revitalisation, as it contrasts with the traditional focus of local authorities and property developers on physical aspects and tenant profitability as measures of success. This leads on to an important conclusion from this research, which is that an almost completely inverted strategy from that applied to suburban mall development, may be most appropriate for successful inner city revitalisation. It also highlights a disconnection between the focus and processes of regulatory authorities and the outcomes and processes most acceptable to the people likely to frequent the central city. Developers are often caught in the middle of this conflicted situation. Another finding was early commitment by businesses to rebuild the case study area in the same style, but over time this waned as delay, demolition, insurance problems, political and planning uncertainty plus other issues made participation by the original owners and tenants impossible or uneconomic. In conclusion, the focus of inner city revitalisation is too often on buildings rather than the people that use them and what they now desire from the central city.

Research papers, University of Canterbury Library

This paper presents preliminary results of an experimental campaign on three beam-column joint subassemblies extracted from a 22-storey reinforced concrete frame building constructed in late 1980s at the Christchurch’s Central Business District (CBD) area, damaged and demolished after the 2010-2011 Canterbury earthquakes sequence (CES). The building was designed following capacity design principles. Column sway (i.e., soft storey) mechanisms were avoided, and the beams were provided with plastic hinge relocation details at both beam-ends, aiming at developing plastic hinges away from the column faces. The specimens were tested under quasi-static cyclic displacement controlled lateral loading. One of the specimens, showing no visible residual cracks was cyclically tested in its as-is condition. The other two specimens which showed residual cracks varying between hairline and 1.0mm in width, were subjected to cyclic loading to simulate cracking patterns consistent with what can be considered moderate damage. The cracked specimens were then repaired with an epoxy injection technique and subsequently retested until reaching failure. The epoxy injection techniques demonstrated to be quite efficient in partly, although not fully, restoring the energy dissipation capacities of the damaged specimens at all beam rotation levels. The stiffness was partly restored within the elastic range and almost fully restored after the onset of nonlinear behaviour.

Research papers, University of Canterbury Library

Asset management in power systems is exercised to improve network reliability to provide confidence and security for customers and asset owners. While there are well-established reliability metrics that are used to measure and manage business-as-usual disruptions, an increasing appreciation of the consequences of low-probability high-impact events means that resilience is increasingly being factored into asset management in order to provide robustness and redundancy to components and wider networks. This is particularly important for electricity systems, given that a range of other infrastructure lifelines depend upon their operation. The 2010-2011 Canterbury Earthquake Sequence provides valuable insights into electricity system criticality and resilience in the face of severe earthquake impacts. While above-ground assets are relatively easy to monitor and repair, underground assets such as cables emplaced across wide areas in the distribution network are difficult to monitor, identify faults on, and repair. This study has characterised in detail the impacts to buried electricity cables in Christchurch resulting from seismically-induced ground deformation caused primarily by liquefaction and lateral spread. Primary modes of failure include cable bending, stretching, insulation damage, joint braking and, being pulled off other equipment such as substation connections. Performance and repair data have been compiled into a detailed geospatial database, which in combination with spatial models of peak ground acceleration, peak ground velocity and ground deformation, will be used to establish rigorous relationships between seismicity and performance. These metrics will be used to inform asset owners of network performance in future earthquakes, further assess component criticality, and provide resilience metrics.

Research papers, University of Canterbury Library

This paper presents the probabilistic seismic performance and loss assessment of an actual bridge– foundation–soil system, the Fitzgerald Avenue twin bridges in Christchurch, New Zealand. A two-dimensional finite element model of the longitudinal direction of the system is modelled using advanced soil and structural constitutive models. Ground motions at multiple levels of intensity are selected based on the seismic hazard deaggregation at the site. Based on rigorous examination of several deterministic analyses, engineering demand parameters (EDP’s), which capture the global and local demand, and consequent damage to the bridge and foundation are determined. A probabilistic seismic loss assessment of the structure considering both direct repair and loss of functionality consequences was performed to holistically assess the seismi risk of the system. It was found that the non-horizontal stratification of the soils, liquefaction, and soil–structure interaction had pronounced effects on the seismic demand distribution of the bridge components, of which the north abutment piles and central pier were critical in the systems seismic performance. The consequences due to loss of functionality of the bridge during repair were significantly larger than the direct repair costs, with over a 2% in 50 year probability of the total loss exceeding twice the book-value of the structure.

Images, UC QuakeStudies

Photograph captioned by BeckerFraserPhotos, "People at the cordon on the corner of Durham and St Asaph Street, soldiers watching by. In the background is the Environment Court building at 83 Armagh Street, formerly the Canterbury Society of Arts. This building was added to the CERA demolitions list on 5 March 2012".

Images, UC QuakeStudies

In a vacant lot opposite the CTV building where a building has been demolished, is a commemoration to those who died in the earthquake. It includes a pile of demolition rubble and 185 white stones in honour of each person who lost their life on 22nd February 2011. Around it are also item such as a frame photograph and flowers left by the public.

Images, UC QuakeStudies

In a vacant lot opposite the CTV building where a building has been demolished, is a commemoration to those who died in the earthquake. It includes a pile of demolition rubble and 185 white stones in honour of each person who lost their life on 22nd February 2011. Around it are also item such as a frame photograph and flowers left by the public.

Images, UC QuakeStudies

In a vacant lot opposite the CTV building where a building has been demolished, is a commemoration to those who died in the earthquake. It includes a pile of demolition rubble and 185 white stones in honour of each person who lost their life on 22nd February 2011. Around it are item such as a frame photograph and flowers left by the public.

Articles, UC QuakeStudies

A post on the NZ Raw blog written by Mark Lincoln on 3 March 2011. Mark says, "Sydenham Church - this is the one that was demolished and then suddenly everyone started asking why it was demolished - somewhere along the line there was a communication error and a demolition company knocked down the church without speaking to the Heritage Trust".

Images, Canterbury Museum

One landscape colour digital photograph taken on 6 September 2011 showing the temporary theatre erected on the site of the Volcano Café on London Street for a production of Macbeth by The Loons Circus Theatre Company. The green canopy supported on shipping containers was used to shelter the audience. The stage area was the demolition site partia...

Images, Alexander Turnbull Library

Passengers use the baggage carousel at the Christchurch Airport to sleep on as they are swept around. 'Such a unique concept... a revolving motel!' Shortage of accommodation in Christchurch, because of earthquake-damaged hotels and motels and workers coming in for the Rebuild, was a serious problem for travellers to Christchurch, leading many to sleep in the airport overnight. Quantity: 1 digital cartoon(s).

Videos, UC QuakeStudies

A video of an interview with Andy Cole, site supervisor at Geovert, about the procedure for blasting rocks in Hillsborough. The rock-blasting work was paid for by two Christchurch couples whose properties were red-zoned and red-stickered. The couples hope that the blasting work will encourage CERA to change their land zoning from red to green, allowing them to rebuild their homes on the same sites.

Images, UC QuakeStudies

Actor Tony Robinson at the "I hope Christchurch will..." blackboard, a mural on the corner of Colombo and Tuam Streets. Members of the public were invited to fill in the gaps with what they would like to see in the rebuilt city. Messages can be seen, such as, "I want sun!", "Embrace the new", "Retain its unique character", "Rise, and rise, and rise", "Rebuild to be better and stronger than before!" and "Environmentally friendly".

Videos, UC QuakeStudies

A video of a tour of the historic Canterbury Club building on Cambridge Terrace. The club will reopen on 9 June 2012, after an intensive rebuild and restoration process which has fixed the damage from the 22 February 2011 earthquake. The video also includes an interview with Dr Brent Stanley, the Canterbury Club President. Stanley talks about the strengthening work that was done in 2009, as well as the history of the club.

Audio, Radio New Zealand

The much loved 'Dux de Lux' pub in Christchurch could be set to open its doors again in the next few years if enough money can be raised to restore it. The building was badly damaged by the earthquake in 2011 and a group looking to rebuild the pub say it could take around 12 million dollars to see it welcoming Cantabrians back. James Stewart of Gemelli Consulting had a yarn with Nathan Rarere about a couple of schemes to raise the money.

Images, eqnz.chch.2010

A crane topples over on Victoria Street while taking glass up to some windows. No one was hurt and the glass never broke. Victoria Street was closed from 7:30am to later in the evening. This all happen on the Knox Plaza building site. Christchurch October 13, 2014 New Zealand.

Images, eqnz.chch.2010

Cracks have ripped through external columns of this 7 storey building (corner of Hereford Street / Manchester Street), and efforts are being made to shore up and strengthen it to save it from demolition after it suffered structural damage in the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.

Images, eqnz.chch.2010

Cracks have ripped through external columns of this 7 storey building (corner of Hereford Street / Manchester Street), and efforts are being made to shore up and strengthen it to save it from demolition after it suffered structural damage in the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.

Images, eqnz.chch.2010

Cracks have ripped through external columns of this 7 storey building (corner of Hereford Street / Manchester Street), and efforts are being made to shore up and strengthen it to save it from demolition after it suffered structural damage in the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.

Images, Alexander Turnbull Library

The cartoon shows an enormous ball of red tape and all around frustrated workers carry away their ladders and tools. Context - Three months after a quake that scored a direct hit under Christchurch, many residents are struggling with mountains of paperwork required to get their homes repaired and rebuilt. Reference numbers, codes and Pin numbers permeate our daily living now as we deal with the aftermath of two major earthquakes in six months. People feel they are lucky that they have the EQC pot to draw on, but there are a lot of complexities, anomalies and frustrations. (BBC News 21 May 2011) Colour and black and white versions available Quantity: 2 digital cartoon(s).