A photograph of administrators and technicians from the Department of Civil and Natural Resources Engineering at the University of Canterbury enjoying a barbeque outside the Avonhead Baptist Church. The students and staff from this department used the church as a base after the 22 February 2011 earthquake, until their building on campus was deemed safe to enter.
An image used as a profile picture on the All Right? Facebook page. The image reads, "We (heart) Canterbury 22 Feb 2011." All Right? posted the image on their Facebook page on 20 February 2014 at 6:56am.
A copy of a letter from Empowered Christchurch which was sent to Gerry Brownlee, Minsiter for the Canterbury Earthquake Recovery, on 15 April 2014. The letter lodges an Official Information Act request about Imminent Loss claims settled by the EQC since September 2010.
An image from a Navy Today April 2011 article titled, "Feeding the Multitudes". The image is of CPOCH Perrin Newland head chief of the HMNZS Canterbury which moored in Lyttelton after the 22 February 2011 earthquake, supplying meals to the Lyttelton community.
An image from a Army News March 2011 article titled, "Defence Medical Personnel Use Their Expertise". In this image, Royal New Zealand Air Force personnel are carrying a rest home resident onto a Hercules C-130 for evacuation following the Canterbury Earthquake.
A PDF copy of a bubble mixture label with instructions for making bubble mix. The labels were created for the Summer of Fun, a series of fun days held around Christchurch supported by CERA, the Canterbury Earthquake Appeal Trust, SKIP and All Right?.
INTRODUCTION This project falls under the Flagship 3: Wellington Coordinated Project. It supports other projects within FP3 to create a holistic understanding of risks posed by collapsed buildings due to future earthquake/s and the secondary consequences of cordoning in the short, mid and long term. Cordoning of the Christchurch CBD for more than two years and its subsequent implications on people and businesses had a significant impact on the recovery of Christchurch. Learning from this and experiences from the Kaikōura earthquake (where cordons were also established around selected buildings, Figure 3) have highlighted the need to understand the effects of cordons and plan for it before an earthquake occurs
The 14 November 2016 Kaikōura earthquake had major impacts on New Zealand's transport system. Road, rail and port infrastructure was damaged, creating substantial disruption for transport operators, residents, tourists, and business owners in the Canterbury, Marlborough and Wellington regions, with knock-on consequences elsewhere. During both the response and recovery phases, a large amount of information and data relating to the transport system was generated, managed, analysed, and exchanged within and between organisations to assist decision making. To improve information and data exchanges and related decision making in the transport sector during future events and guide new resilience strategies, we present key findings from a recent post-earthquake assessment. The research involved 35 different stakeholder groups and was conducted for the Ministry of Transport. We consider what transport information was available, its usefulness, where it was sourced from, mechanisms for data transfer between organisations, and suggested approaches for continued monitoring.
A photograph of a house in Christchurch with an earthquake-damaged chimney. The chimney has crumbled, leaving a hole in the roof. The hole has been covered with a tarpaulin.
A photograph of a house in Christchurch with an earthquake-damaged chimney. The chimney has crumbled, leaving a hole in the roof. The hole has been covered in plastic sheeting.
A photograph of an army van outside the Christchurch Art Gallery on Montreal Street. The Art Gallery served as the headquarters for Civil Defence after the 22 February 2011 earthquake.
A photograph of fire trucks parked outside the Christchurch Art Gallery on Montreal Street. The Art Gallery served as the headquarters for Civil Defence after the 22 February 2011 earthquake.
A photograph of the earthquake damage to The Daily Bagel and Covent Fruit Centre on Victoria Street. The front wall of the second storey has collapsed, exposing the rooms inside.
A photograph of fire trucks parked outside the Christchurch Art Gallery on Montreal Street. The Art Gallery served as the headquarters for Civil Defence after the 22 February 2011 earthquake.
The concept of geoparks was first introduced in the first international conference on geoparks held in China in 2004. Here in New Zealand, Kiwis are accustomed to national parks, land reserves, marine reserves, and urban cities and regional parks. The concept of these protected areas has been long-standing in the country, whereas the UNESCO concept of geoparks is still novel and yet to be established in New Zealand. In this dissertation, I explored the geopark concept for better understanding of its merits and examined the benefits of geotourism attractions as a sustainable economic development strategy to retrieve a declining rural economy. This research is focused on Kaikoura as a case study with geological significance, and emphasizes pre-earthquake existing geological heritages and new existing geological heritages post-earthquake to determine whether the geopark concept is appropriate and what planning framework is available to process this concept proposal should Kaikoura be interested in future.
This study explicitly investigates uncertainties in physics-based ground motion simulation validation for earthquakes in the Canterbury region. The simulations utilise the Graves and Pitarka (2015) hybrid methodology, with separately quantified parametric uncertainties in the comprehensive physics and simplified physics components of the model. The study is limited to the simulation of 148 small magnitude (Mw 3.5 – 5) earthquakes, with a point source approximation for the source rupture representations, which also enables a focus on a small number of relevant uncertainties. The parametric uncertainties under consideration were selected through sensitivity analysis, and specifically include: magnitude, Brune stress parameter and high frequency rupture velocity. Twenty Monte Carlo realisations were used to sample parameter uncertainties for each of the 148 events. Residuals associated with the following intensity measures: spectral acceleration, peak ground velocity, arias intensity and significant duration, were ascertained. Using these residuals, validation was performed through assessment of systematic biases in site and source terms from mixed-effects regression. Based on the results to date, initial standard deviation recommendations for parameter uncertainties, based on the Canterbury simulations have been obtained. This work ultimately provides an initial step toward explicit incorporation of modelling uncertainty in simulated ground motion predictions for future events, which will improve the use of simulation models in seismic hazard analysis. We plan to subsequently assess uncertainties for larger magnitude events with more complex ruptures, and events across a larger geographic region, as well as uncertainties due to path attenuation, site effects, and more general model epistemic uncertainties.
A photograph of the earthquake damage to Cartridge World on Linwood Avenue. The bricks on the west side of the building have crumbled onto the pavement below, exposing the inner wall.
A photograph of the earthquake damage to the top of the former Municipal Chambers Building on Worcester Street. The top of the gable has crumbled and fallen onto the pavement below.
A photograph of the earthquake damage to the back of the Christchurch Chinese Methodist Church on Papanui Road. The brick wall has crumbled at the gable, exposing the wooden structure inside.
A photograph of the Observatory tower at the Christchurch Arts Centre. There are cracks in the masonry of the tower near where the two storeys join. The cracks formed as a result of the 4 September 2010 earthquake.
Defence Force personnel during an operational tour of Lyttelton taken by Commander Joint Forces New Zealand, Air Vice Marshal Peter Stockwell and Chief of Army Tim Keating to view the aftermath of the Christchurch Earthquake.
A photograph of the earthquake damage to Ambrose Heal Furniture on the corner of Barbadoes Street and Edgeware Road. The brick walls have cracked and crumbled, exposing the inside of the building.
A photograph of a fence on the Greendale Fault line which has been damaged by the 4 September 2010 earthquake. The wire has been pulled off the posts and is hanging loose.
A copy of a letter from Empowered Christchurch which was sent to Gerry Brownlee, Minsiter for the Canterbury Earthquake Recovery, on 15 April 2014. The letter lodges an Official Information Act request about the remediation of land that is subject to liquefaction and flooding.
A photograph of the rubble of the Observatory tower in the South Quad of the Christchurch Arts Centre. The tower collapsed during the 22 February 2011 earthquake. A digger was used to clear the rubble away from the building.
A PDF copy of The Star newspaper, published on Wednesday 8 August 2012.
A PDF copy of The Star newspaper, published on Wednesday 7 March 2012.
A photograph of the lens of the Townsend Telescope. The lens is the most crucial component of the telescope. Despite damage to the surrounding parts, the lens was unharmed during the 22 February 2011 earthquake. Because of this, the telescope can be restored.
A photograph of the rubble of the Observatory tower in the South Quad of the Christchurch Arts Centre. The tower collapsed during the 22 February 2011 earthquake. Scaffolding constructed around the tower has also collapsed and is amongst the rubble.
The level of destruction from the 2011 Christchurch earthquakes led to changes in the New Zealand seismic building code. The destruction showed that the NZ building codes did not fully performed to expectation and needed Improvement to ensure that impact of future earthquakes would be minimised. The building codes have been amended to improve buildings resilience to earthquake and other related extreme loading conditions. Rebuilding Christchurch with the new modifications in the seismic building code comes with its own unique challenges to the entire system. This project investigates the impact of rebuilding Christchurch with the new seismic Building codes in terms of how the new changes affected the building industry and the management of construction.