Three diggers clearing rubble side by side on the site of the CTV Building, with members of the New Zealand and Chinese Urban Search and Rescue Teams looking on.
NZ Army personnel guarding a cordon on Madras Street near Moorhouse Avenue after the 22 February 2011 earthquake. In the distance, smoke from the CTV Building can be seen.
A solider setting up a cordon on Madras Street near Moorhouse Avenue after the 22 February 2011 earthquake. In the distance, smoke from the CTV Building can be seen.
An aerial photograph of Cathedral Square with the sites of demolished buildings visible.
A video of a tour of the Christchurch central city Red Zone. The video includes footage of Cambridge Terrace, Kilmore Street, Colombo Street, the Grant Thornton building in Cathedral Square, Worcester Street, ChristChurch Cathedral, the Westende Jewellers Building, and Hereford Street.
Asko building, Victoria Street, Christchurch
Asko building, Victoria Street, Christchurch
An aerial photograph of Cathedral Square.
Chaplain Tom Innes in the Kirkwood Village, come to perform a blessing on the new buildings.
Chaplain Tom Innes in the Kirkwood Village, come to perform a blessing on the new buildings.
Chaplain Tom Innes in the Kirkwood Village, come to perform a blessing on the new buildings.
The outdoor seating area of C1 Expresso's new location in the Alice in Videoland building.
A photograph of tagging on a fence and building in New Brighton, seen from Hawke Street.
Photograph captioned by BeckerFraserPhotos, "1 New Regent Street".
Low Damage Seismic Design (LDSD) guidance material being developed by Engineering NZ is considering a design drift limit for multi-storey buildings of 0.5% at a new damage control limit state (DCLS). The impact of this new design requirement on the expected annual loss due to repair costs is investigated for a four-storey office building with reinforced concrete walls located in Christchurch. The LDSD guidance material aims to reduce the expected annual loss of complying buildings to below 0.1% of building replacement cost. The research tested this expectation. Losses were estimated in accordance with FEMA P58, using building responses from non-linear time history analyses (performed with OpenSees using lumped plasticity models). The equivalent static method, in line with NZS 1170.5 and NZS 3101, was used to design the building to LDSD specifications, representing a future state-of-practice design. The building designed to low-damage specification returned an expected annual loss of 0.10%, and the building designed conventionally returned an expected annual loss of 0.13%. Limitations with the NZS 3101 method for determining wall stiffness were identified, and a different method acknowledging the relationship between strength and stiffness was used to redesign the building. Along with improving this design assumption, the study finds that LDSD design criteria could be an effective way of limiting damage and losses.
Though rare and unpredictable, earthquakes can and do cause catastrophic destruction when they impact unprepared and vulnerable communities. Extensive damage and failure of vulnerable buildings is a key factor which contributes to seismic-related disasters, making the proactive management of these buildings a necessity to reduce the risk of future disasters arising. The devastating Canterbury earthquakes of 2010 and 2011 brought the urgency of this issue to national importance in New Zealand. The national earthquake-prone building framework came into effect in 2017, obligating authorities to identify existing buildings with the greatest risk of collapse in strong earthquakes and for building owners to strengthen or demolish these buildings within a designated period of time. Though this framework is unique to New Zealand, the challenge of managing the seismic risk of such buildings is common amongst all seismically-active countries. Therefore, looking outward to examine how other jurisdictions legally manage this challenge is useful for reflecting on the approaches taken in New Zealand and understand potential lessons which could be adopted. This research compares the legal framework used to reduce the seismic risk of existing buildings in New Zealand with that of the similarly earthquake-prone countries of Japan and Italy. These legal frameworks are examined with a particular focus on the proactive goal of reducing risk and improving resilience, as is the goal of the international Sendai Framework for Disaster Risk Reduction 2015-2030. The Sendai Framework, which each of the case study countries have committed to and thus have obligations under, forms the legal basis of the need for states to reduce disaster risk in their jurisdictions. In particular, the states’ legal frameworks for existing building risk reduction are examined in the context of the Sendai priorities of understanding disaster risk, strengthening disaster risk governance, and investing in resilience. While this research illustrates that the case study countries have each adopted more proactive risk reduction frameworks in recent years in anticipation of future earthquakes, the frameworks currently focus on a very narrow range of existing buildings and thus are not currently sufficient for promoting the long-term resilience of building stocks. In order to improve resilience, it is argued, legal frameworks need to include a broader range of buildings subject to seismic risk reduction obligations and also to broaden the focus on long-term monitoring of potential risk to buildings.
Auckland-based fire fighter, Jeremy Hull, speaking to the press outside the Christchurch Art Gallery. Jeremy was part of the USAR team working on the CTV Building after the earthquake.
Auckland-based fire fighter, Jeremy Hull, speaking to the press outside the Christchurch Art Gallery. Jeremy was part of the USAR team working on the CTV Building after the earthquake.
Auckland-based fire fighter, Jeremy Hull, speaking to the press outside the Christchurch Art Gallery. Jeremy was part of the USAR team working on the CTV Building after the earthquake.
Forbe's Store on Norwich Quay, the awning resting on the footpath. Scaffolding placed around the building since the 4 September 2010 earthquake has tumbled during the 22 February 2011 earthquake.
Auckland-based fire fighter, Jeremy Hull, speaking to the press outside the Christchurch Art Gallery. Jeremy was part of the USAR team working on the CTV Building after the earthquake.
Auckland-based fire fighter, Jeremy Hull, speaking to the press outside the Christchurch Art Gallery. Jeremy was part of the USAR team working on the CTV Building after the earthquake.
The Christchurch City Council has received a strong warning from the Earthquake Recovery Minister to speed up its processing of building consents or lose its power to authorise consents.
The Property Council says an ultimatum from the Christchurch City Council to owners of earthquake damaged commercial buildings will add to the stress business people are already under.
An entry from Roz Johnson's blog for 2 August 2011 entitled, "New Light".
The woman who fought the odds to regain her mobility after being trapped and crushed in her collapsed work place, the PGC building, when Christchurch was devastated by the earthquake of February 22. She is now helping other quake victims, especially the children of injured parents some of who have had long periods of separation.
7.1 Earthquake in Christchurch, New Zealand.
7.1 Earthquake in Christchurch, New Zealand.
7.1 Earthquake in Christchurch, New Zealand.
7.1 Earthquake in Christchurch, New Zealand.