A photograph of the empty site on the corner of Peterborough and Colombo Streets where the Info Gap temporary outdoor display space will be constructed.
A photograph of Kirkwood Village, a cluster of temporary classrooms and offices constructed at the University of Canterbury campus following the 22 February 2011 earthquake.
A photograph of Kirkwood Village, a cluster of temporary classrooms and offices constructed at the University of Canterbury campus following the 22 February 2011 earthquake.
A photograph of Kirkwood Village, a cluster of temporary classrooms and offices constructed at the University of Canterbury campus following the 22 February 2011 earthquake.
A photograph of Kirkwood Village, a cluster of temporary classrooms and offices constructed at the University of Canterbury campus following the 22 February 2011 earthquake.
A photograph of CPIT students constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A report created by BRANZ, the University of Auckland and Constructing Excellence New Zealand which was commissioned by the Productivity Partnership. It examines the use of KPIs by a number of rebuild organisations.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of one of the "pods" of temporary classrooms and offices at Kirkwood Village. The pods were constructed at the University of Canterbury campus following the 22 February 2011 earthquake.
A photograph of one of the creators of the Pavilions & Lighting Devices market standing with her constructed installation on the corner of Manchester Street and Gloucester Street. The market is part of LUXCITY.
A photograph of students outside one of the "pods" of temporary classrooms and offices at Kirkwood Village. The pods were constructed at the University of Canterbury campus following the 22 February 2011 earthquake.
A photograph of the Canterbury Provincial Chambers on Durham Street. The building has been cordoned off with wire fencing and the roof covered by plastic sheeting. Much of the masonry has been removed and a wooden structure constructed inside. A crane can be seen behind.
A photograph of street art constructed against the wall of a building in New Brighton Mall. The artwork is titled, "My Hope for New Brighton", and consists of a blackboard full of messages and images from the public.
A photograph of street art constructed against the wall of a building in New Brighton Mall. The artwork is titled, "My Hope for New Brighton", and consists of a blackboard full of messages and images from the public.
A photograph of installations being constructed on the corner of Gloucester Street and Colombo Street for the LUXCITY event. In the foreground is the installation titled "In Your Face", and to the right is the installation titled "Etch-a-Sketch".
A photograph of Andrew Just from F3 Design (left) and Martin Trusttum, CPIT Faculty of Creative Arts, on the corner of St Asaph Street and Madras Street where the temporary ArtBox gallery is to be constructed. The photograph was taken during a public talk, which was part of FESTA 2012.
A photograph of Andrew Just from F3 Design (left), Jessica Halliday, Director of FESTA, and Martin Trusttum, CPIT Faculty of Creative Arts, on the corner of St Asaph Street and Madras Street where the temporary ArtBox gallery is to be constructed. The photograph was taken during a public talk about the temporary studio and gallery space. The event was part of FESTA 2012.
A digitally manipulated image of light sculptures on Gloucester Street during the LuxCity event. The photographer comments, "This was part of the LuxCity event in Christchurch, New Zealand. It was a way of creating a city of lights on the sites of demolished buildings in the earthquake devastated red zone. 350 architecture and design students from all around New Zealand created and constructed 16 pop up spaces".
A protest sign painted on a fence shows an image of the cathedral spire and the words "Save + restore, stone by precious stone!" The photographer comments, "The Christchurch Cathedral got very badly damaged in the earthquake. It was being demolished down to a safe level before a major protest managed to stop it going too far. There is still an ongoing debate on what to do with the Cathedral. In the meantime a cardboard cathedral made out of a steel framework and massive toilet roll tubes is being constructed close by. This is to the right of the protest about the closure of Christchurch schools".
Following the 2010/2011 Canterbury earthquakes a detailed campaign of door to door assessments was conducted in a variety of areas of Christchurch to establish the earthquake performance of residential dwellings having masonry veneer as an external cladding attached to a lightweight timber framing system. Specifically, care was taken to include regions of Christchurch which experienced different levels of earthquake shaking in order to allow comparison between the performance of different systems and different shaking intensities. At the time of the inspections the buildings in the Christchurch region had been repeatedly subjected to large earthquakes, presenting an opportunity for insight into the seismic performance of masonry veneer cladding. In total just under 1100 residential dwellings were inspected throughout the wider Christchurch area, of which 24% were constructed using the older nail-on veneer tie system (prior to 1996) and 76% were constructed using screw fixed ties to comply with the new 1996 standards revision (post-1996), with 30% of all inspected houses being of two storey construction. Of the inspected dwellings 27% had some evidence of liquefaction, ground settlement or lateral spreading. Data such as damage level, damage type, crack widths, level of repair required and other parameters were collected during the survey. A description of the data collection processes and a snapshot of the analysis results are presented within. http://15ibmac.com/home/
The Catholic Cathedral of the Blessed Sacrament is a category 1 listed heritage building constructed largely of unreinforced stone masonry, and was significantly damaged in the recent Canterbury earthquakes. The building experienced ground shaking in excess of its capacity leading to block failures and partial collapse of parts of the building, which left the building standing but still posing a significant hazard. In this paper we discuss the approach to securing the building, and the interaction of the structural, heritage and safety demands involved in a dynamic seismic risk environment. We briefly cover the types of failures observed and the behaviour of the structure, and investigate the performance of both strengthened and un-strengthened parts of the building. Seismic strengthening options are investigated at a conceptual level. We draw conclusions as to how the building performed in the earthquakes, comment on the effectiveness of the strengthening and securing work and discuss the potential seismic strengthening methods.