
A gutter on Bracken Street in Avonside, with the footpath and road beside it showing cracks on their edges from the 4 September 2010 earthquake.
One music CD entitled 'Te Huaki Puanaki presents Ōtautahi Christchurch Rise Up' featuring three songs in response to the 22 February 2011 earthquake. This music CD titled ‘Te Huaki Puanaki presents Ōtautahi Christchurch Rise Up’ symbolically records the changes, emotions and challenges faced by the people of Canterbury following the 2010-2011 e...
One white cotton t-shirt with red printed guitar logo on front and ‘Band / Together / Concert / for / Canterbury // 23rd October / Hagley Park’ in black and red writing, guitar logo and names of performers on the reverse. This concert was a free morale booster following the 4 September 2010 earthquake. The 4 September 2010 earthquake unsettled ...
Seen from Cambridge Terrace, the 'White Lights of Hope' spotlights shine into the sky behind a crane and damaged buildings on Oxford Terrace.
Broken windows on Leicester House. Broken filing cabinets and other fittings lie on the ground in front of the building. The photographer comments, "As you can see the game did not last very long".
Following the magnitude 6.3 aftershock in Christchurch, New Zealand, on 22 February 2011, a number of researchers were sent to Christchurch as part of the New Zealand Natural Hazard Research Platform funded “Project Masonry” Recovery Project. Their goal was to document and interpret the damage to the masonry buildings and churches in the region. Approximately 650 unreinforced and retrofitted clay brick masonry buildings in the Christchurch area were surveyed for commonly occurring failure patterns and collapse mechanisms. The entire building stock of Christchurch, and in particular the unreinforced masonry building stock, is similar to that in the rest of New Zealand, Australia, and abroad, so the observations made here are relevant for the entire world.
The 2010/2011 Canterbury earthquakes have provided a unique opportunity to investigate the seismic performance of both traditional and modern buildings constructed in New Zealand. It is critical that the observed performance is examined and compared against the expected levels of performance that are outlined by the Building Code and Design Standards. In particular, in recent years there has been a significant amount of research into the seismic behaviour of precast concrete floor systems and the robustness of the support connections as a building deforms during an earthquake. An investigation of precast concrete floor systems in Christchurch has been undertaken to assess both the performance of traditional and current design practice. The observed performance for each type of precast floor unit was collated from a number of post-earthquake recognisance activities and compared against the expected performance determined for previous experimental testing and analysis. Possible reasons for both the observed damage, and in some cases the lack of damage, were identified. This critical review of precast concrete floor systems will assist in determining the success of current design practice as well as identify any areas that require further research and/or changes to design standards.
The Canterbury earthquake sequence in New Zealand’s South Island induced widespread liquefaction phenomena across the Christchurch urban area on four occasions (4 Sept 2010; 22 Feb; 13 June; 23 Dec 2011), that resulted in widespread ejection of silt and fine sand. This impacted transport networks as well as infiltrated and contaminated the damaged storm water system, making rapid clean-up an immediate post-earthquake priority. In some places the ejecta was contaminated by raw sewage and was readily remobilised in dry windy conditions, creating a long-term health risk to the population. Thousands of residential properties were inundated with liquefaction ejecta, however residents typically lacked the capacity (time or resources) to clean-up without external assistance. The liquefaction silt clean-up response was co-ordinated by the Christchurch City Council and executed by a network of contractors and volunteer groups, including the ‘Farmy-Army’ and the ‘Student-Army’. The duration of clean-up time of residential properties and the road network was approximately 2 months for each of the 3 main liquefaction inducing earthquakes; despite each event producing different volumes of ejecta. Preliminary cost estimates indicate total clean-up costs will be over NZ$25 million. Over 500,000 tonnes of ejecta has been stockpiled at Burwood landfill since the beginning of the Canterbury earthquakes sequence. The liquefaction clean-up experience in Christchurch following the 2010-2011 earthquake sequence has emerged as a valuable case study to support further analysis and research on the coordination, management and costs of large volume deposition of fine grained sediment in urban areas.
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
One carved wooden corner bracket from Hadleigh House. Owner of Hadleigh House 1904-1921
The basement of the "Price Waterhouse" building after demolition after the Christchurch earthquakes...
Reflection of the Christchurch Cathedral before Feb 22rd Earthquake
Building had deteriorated significantly. And now it has been demolished
Colombo Street, looking north from Cathedral Square
Kilmore Street looking west from Manchester Street
Tuam Street opposite Alice's
This apartment building was across the street from our old flat. Now it's an empty lot.
Roy Stokes Hall New Brighton - Welfare Distribution Centre
Structural engineers inspecting the Warners Novotel, Cathedral Square.
Carparking Structure Tuam Street
Hotel Grand Chancellor, Christchurch.
This was the closest I could get. Corner of Colombo St and Byron St. The top front wall has now gone.
Revealed after the SoulFood Cafe building was demolished - Haircutting for 6d and a shave for thruppence? how old is this?
The Foundation facilitates community engagement and communication through their website, providing service delivery, volunteer co-ordination and service to assist with the rebuild of Christchurch and Canterbury following the earthquakes of 2010 and 2011.
A video of journalist Charlie Gates introducing the 2014 World Buskers Festival. Gates revisits the performance venues for former festivals to show how the central city has changed since the 2010 and 2011 earthquakes.
A video of an interview with Warwick and Margo Schulz, residents of the red-zoned Arnst Place in Dallington. The Schulzes talk about how their life has changed since the 4 September 2010 earthquake. This video is part of The Press's 'One Year On: September 4, 2010' series.
A video of a presentation by Dr Phil Schroeder, Managing Director of Rolleston Central Health, during the second plenary of the 2016 People in Disasters Conference. The presentation is titled, "Canterbury Primary Care Response to Earthquakes in 2010/2011".
The foundations of the historic Kaiapoi Railway Station building, which were damaged in the 4 September 2010 earthquake causing the building to lean towards the river.
A crane driving piles in for the foundations of the new New World supermarket in Kaiapoi. The old New World was demolished after being damaged in the 4 September 2010 earthquake.
A gutter on Bracken Street in Avonside. The gutter and the road and footpath beside it have been cracked and warped by the 4 September 2010 earthquake.