A photograph of volunteers at a temporary Civil Defence Report Centre in Christchurch.
Signs for the Civil Defence Report Centre at Pioneer Stadium.
A photograph of New Zealand Army personnel and members of the public arriving at a Civil Defence Report Centre. The report centre was set up in the garage of a school in Christchurch after the 22 February 2011 earthquake.
A photograph of volunteers from the Wellington Emergency Management Office arriving at a school which was used as a Civil Defence Report Centre after the 22 February 2011 earthquake.
A photograph of emergency management personnel outside a temporary Civil Defence Report Centre in Christchurch.
A photograph of people at a school which was used as a Civil Defence Report Centre after the 22 February 2011 earthquake. Cordon tape has been slung from two picnic tables and from the posts of the veranda behind.
Corin Dann reporting from the Christchurch Art Gallery/Civil Defence Headquarters for TVNZ.
A PDF copy of The Star newspaper, published on Wednesday 12 October 2011.
A PDF copy of The Star newspaper, published on Friday 14 October 2011.
Photograph captioned by BeckerFraserPhotos, "The new Sumner Library. The library is currently closed and awaiting an engineering report".
A sign next to the entranceway to the Wunderbar on London Street. The sign reads, "Engineers report due, do not demo".
A photograph of emergency management personnel, including volunteers from the Wellington Emergency Management Office, standing a temporary Civil Defence Report Centre in Christchurch.
A photograph of people in a temporary Civil Defence Report Centre set up in the hall of the Nga Hau e Wha Marae on Pages Road.
A photograph of people in a temporary Civil Defence Report Centre set up in the hall of the Nga Hau e Wha Marae on Pages Road.
A photograph of people in a temporary Civil Defence Report Centre set up in the hall of the Nga Hau e Wha Marae on Pages Road.
A PDF copy of The Star newspaper, published on Saturday 1 October 2011.
Following the February 2011 earthquake, the Canterbury Branch of the TEU surveyed members to determine the psychological and physical impact of the earthquakes on members, in particular on their working conditions and ability to participate in consultation processes. 90 members responded, and this report gives a summary of the responses to short-answer questions and overall themes.
Following the February 2011 earthquake, the Canterbury Branch of the TEU surveyed members to determine the psychological and physical impact of the earthquakes on members, in particular on their working conditions and ability to participate in consultation processes. 90 members responded, and this report gives a summary of the percentage of responses received for each survey question.
The M7.1 Darfield earthquake shook the town of Christchurch (New Zealand) in the early morning on Saturday 4th September 2010 and caused damage to a number of heritage unreinforced masonry buildings. No fatalities were reported directly linked to the earthquake, but the damage to important heritage buildings was the most extensive to have occurred since the 1931 Hawke‟s Bay earthquake. In general, the nature of damage was consistent with observations previously made on the seismic performance of unreinforced masonry buildings in large earthquakes, with aspects such as toppled chimneys and parapets, failure of gables and poorly secured face-loaded walls, and in-plane damage to masonry frames all being extensively documented. This report on the performance of the unreinforced masonry buildings in the 2010 Darfield earthquake provides details on typical building characteristics, a review of damage statistics obtained by interrogating the building assessment database that was compiled in association with post-earthquake building inspections, and a review of the characteristic failure modes that were observed.
In the early morning of 4th September 2010 the region of Canterbury, New Zealand, was subjected to a magnitude 7.1 earthquake. The epicentre was located near the town of Darfield, 40 km west of the city of Christchurch. This was the country’s most damaging earthquake since the 1931 Hawke’s Bay earthquake (GeoNet, 2010). Since 4th September 2010 the region has been subjected to thousands of aftershocks, including several more damaging events such as a magnitude 6.3 aftershock on 22nd February 2011. Although of a smaller magnitude, the earthquake on 22nd February produced peak ground accelerations in the Christchurch region three times greater than the 4th September earthquake and in some cases shaking intensities greater than twice the design level (GeoNet, 2011; IPENZ, 2011). While in September 2010 most earthquake shaking damage was limited to unreinforced masonry (URM) buildings, in February all types of buildings sustained damage. Temporary shoring and strengthening techniques applied to buildings following the Darfield earthquake were tested in February 2011. In addition, two large aftershocks occurred on 13th June 2011 (magnitudes 5.7 and 6.2), further damaging many already weakened structures. The damage to unreinforced and retrofitted clay brick masonry buildings in the 4th September 2010 Darfield earthquake has already been reported by Ingham and Griffith (2011) and Dizhur et al. (2010b). A brief review of damage from the 22nd February 2011 earthquake is presented here