A photograph of the Cranmer Centre. Below a collection of masonry has been removed from the building and placed on the ground.
A photograph of 109 Cambridge Terrace, taken from across the street. Two men in a cherry picker are working on the building.
A video of an interview with New Zealand Fire Service Chief Executive and National Commander Paul Baxter, about the findings of the coronial inquest into the CTV building deaths. Coroner Gordon Matenga found that failures by the Fire Service and Urban Search and Rescue did not contribute to the deaths of eight students at the CTV site in the aftermath of the 22 February 2011 earthquake. Baxter talks about the importance of acknowledging the families of the deceased, and the changes and improvements that have been made by the New Zealand Fire Service since the collapse of the CTV building.
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. PGG-Wrightson building".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Destroyed Press Building".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Collapsed PGG building".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Destroyed Press Building".
An infographic listing buildings where failure resulted in loss of life in the 22 February 2011 earthquake.
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. PGG-Wrightson building".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. The Press building".
Photograph captioned by Fairfax, "Barriers around earthquake-damaged buildings, Madras Street, between St Asaph and Tuam Streets".
Photograph captioned by Fairfax, "Christchurch earthquake aftermath. Building inspectors looking at the Repertory Theatre on Kilmore Street".
A graph showing the results of an opinion poll which asked, "How do you feel in buildings?".
Photograph captioned by Fairfax, "Christchurch Earthquake aftermath. Building on the corner of St Asaph and Barbadoes Streets".
Damage to TJ's Kazbah in New Brighton. The east and north walls and part of the upper floor have collapsed, tipping rubble and the contents of the rooms out onto the street. The photographer comments, "The occupants of the business and rooms all managed to escape alive. A digger was used to make the building safe and then used to sift through the rubble for any surviving belongings. It was a very emotional time for the ex-occupants".
A video of an address by Kevin Lynn, General Manager of Commercial Operations at Schneider Electric NZ, at the 2015 Seismics and the City forum. This talk focuses on smart buildings and new ways of working.
A man sits at his desk with an enormous sheet of blank paper headed 'New Christchurch' before him; peering over his shoulder is a huge figure who appears to be a man from an earlier era of the history of Christchurch. Context - Christchurch earthquake of 22 February 2011 and the start of debate about how city should be rebuilt. The historic man suggests a strong pull to preserve historic Christchurch. Colour and black and white versions available Quantity: 2 digital cartoon(s).
This research employs a deterministic seismic risk assessment methodology to assess the potential damage and loss at meshblock level in the Christchurch CBD and Mount Pleasant primarily due to building damage caused by earthquake ground shaking. Expected losses in terms of dollar value and casualties are calculated for two earthquake scenarios. Findings are based on: (1) data describing the earthquake ground shaking and microzonation effects; (2) an inventory of buildings by value, floor area, replacement value, occupancy and age; (3) damage ratios defining the performance of buildings as a function of earthquake intensity; (4) daytime and night-time population distribution data and (5) casualty functions defining casualty risk as a function of building damage. A GIS serves as a platform for collecting, storing and analyzing the original and the derived data. It also allows for easy display of input and output data, providing a critical functionality for communication of outcomes. The results of this study suggest that economic losses due to building damage in the Christchurch CBD and Mount Pleasant will possibly be in the order of $5.6 and $35.3 million in a magnitude 8.0 Alpine fault earthquake and a magnitude 7.0 Ashley fault earthquake respectively. Damage to non-residential buildings constitutes the vast majority of the economic loss. Casualty numbers are expected to be between 0 and 10.
A photograph of the earthquake damage to 139 Manchester Street. Inside the building, scaffolding is being used to hold up the damaged roof.
A photograph of the earthquake damage to 139 Manchester Street. Inside the building, scaffolding is being used to hold up the damaged roof.
A photograph of the front door of the Canterbury Club Building on Cambridge Terrace. USAR codes have been spray-painted on the glass.
Some owners of commercial buildings badly damaged in the Canterbury earthquake, have been told if they don't repair or demolish them by January the 31st, the Christchurch City Council will do it for them.
Shaking table testing of a full-scale three storey resilient and reparable complete composite steel framed building system is being conducted. The building incorporates a number of interchangeable seismic resisting systems of New Zealand and Chinese origin. The building has a steel frame and cold formed steel-concrete composite deck. Energy is dissipated by means of friction connections. These connections are arranged in a number of structural configurations. Typical building non-skeletal elements (NSEs) are also included. Testing is performed on the Jiading Campus shaking table at Tongji University, Shanghai, China. This RObust BUilding SysTem (ROBUST) project is a collaborative China-New Zealand project sponsored by the International Joint Research Laboratory of Earthquake Engineering (ILEE), Tongji University, and a number of agencies and universities within New Zealand including the BRANZ, Comflor, Earthquake Commission, HERA, QuakeCoRE, QuakeCentre, University of Auckland, and the University of Canterbury. This paper provides a general overview of the project describing a number of issues encountered in the planning of this programme including issues related to international collaboration, the test plan, and technical issues.
A red sticker on the door of a damaged building in North New Brighton. The photographer comments, "A year after the earthquake in Christchurch a lot of buildings outside of the CBD are covered in cracks and beyond repair. These will slowly be demolished, but until then the buildings will be protected by a movable barrier and a red sticker".
Description: Observations of RC building performance in recent earthquakes with a special focus on the devastating events in Christchurch, New Zealand. These events have highlighted the complexity of post-earthquake decisions for damaged buildings and the impacts on communities. The presentation will reflect on factors influencing demolition decisions and emerging challenges for the earthquake engineering community. http://atc-sei.org/
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Inside the Press building".
Photograph captioned by Fairfax, "Christchurch earthquake aftermath. The Wilson Parking building in Kilmore Street is being cordoned off".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Inside The Press building".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Inside The Press building".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Inside The Press building".