A damaged brick building. The wall of the upper storey has collapsed, and part of the lower wall is leaning outwards.
An entry from Deb Robertson's blog for 12 February 2012 entitled, "My place and yours: on my wall!".
A volunteer painting the "Knit Happens" mural on the exposed brick wall of a building.
A volunteer painting the "Knit Happens" mural on the exposed brick wall of a building.
A volunteer painting the "Knit Happens" mural on the exposed brick wall of a building.
A crack in a wall of the University of Canterbury Electronic Learning Media team's offices. The photographer comments, "Cracks in the Project Office walls".
Bricks and a window frame fallen from the wall of a single-storey building. The gap left by the fallen wall has been covered with plywood sheeting.
An entry from Roz Johnson's blog for 24 December 2011 entitled, "Retaining Walls and Earthquakes".
A photograph of the Poetica Urban Poetry wall. Details of the opening event are chalked on the wall.
The 2010-2011 Christchurch earthquakes generated damage in several Reinforced Concrete (RC) buildings, which had RC walls as the principal resistant element against earthquake demand. Despite the agreement between structural engineers and researchers in an overall successfully performance there was a lack of knowledge about the behaviour of the damaged structures, and even deeper about a repaired structure, which triggers arguments between different parties that remains up to these days. Then, it is necessary to understand the capacity of the buildings after the earthquake and see how simple repairs techniques improve the building performance. This study will assess the residual capacity of ductile slender RC walls according to current standards in New Zealand, NZS 3101.1 2006 A3. First, a Repaired RC walls Database is created trying to gather previous studies and to evaluate them with existing international guidelines. Then, an archetype building is designed, and the wall is extracted and scaled. Four half-scale walls were designed and will be constructed and tested at the Structures Testing Laboratory at The University of Auckland. The overall dimensions are 3 [m] height, 2 [m] length and 0.175 [m] thick. All four walls will be identical, with differences in the loading protocol and the presence or absence of a repair technique. Results are going to be useful to assess the residual capacity of a damaged wall compare to the original behaviour and also the repaired capacity of walls with simpler repair techniques. The expected behaviour is focussed on big changes in stiffness, more evident than in previously tested RC beams found in the literature.
A crumbling wall of the Cramner Courts. The wall's collapse has exposed the thick, unreinforced masonry that it is made of.
The collapsed rear wall of a building on Armagh Street. The bricks and timber from the wall have spilled onto the section's lawn.
A house on Montreal Street with a damaged side wall, the front layer of bricks fallen away to expose the wall underneath.
One landscape colour digital photograph taken on 28 April 2012 showing a painting representing Nero fiddling while Rome burnt. The painting was executed on a large curved concrete block of a temporary retaining wall in Cunningham Terrace, Lyttelton. Artist The retaining walls above and below Cunningham Terrace were severely damaged by the 22 Feb...
Damage to a building in Bedford Row. One wall has collapsed, and there are large cracks in the brickwork of the other visible wall.
Pages 1 and 2 of a 2014 Wall Planner published in the Christchurch Press on Monday 9 December 2013.
Pages 1 and 2 of a 2014 Wall Planner published in the Christchurch Press on Friday 13 December 2013.
A volunteer on top of one of the Pallet Pavilion walls during construction. Scaffolding has been constructed around the wall out of wood.
A volunteer on top of one of the Pallet Pavilion walls during construction. Scaffolding has been constructed around the wall out of wood.
A photograph of the earthquake damage to a brick wall at the entrance to a property on Gayhurst Road.
The side wall of a building on Worcester Street. Timber bracing has been placed along the top of the wall and black plastic to cover the gaps.
A close up of the entrance to the cathedral. Bricks have fallen from the wall causing damage to the balustrade. Bracing has been placed against the front wall to limit further damage.
A photograph of a row of images of faces pasted on a wall. The photograph is captioned by Paul Corliss, "Ferrymead, wall between Tidal View and Ferry Road".
A photograph of a row of images of faces pasted on a wall. The photograph is captioned by Paul Corliss, "Ferrymead, wall between Tidal View and Ferry Road".
Damage to a building on Ferry Road. The side walls have partially collapsed, and part of the brick wall is bowing outwards in danger of further collapse.
Damage to a building on Ferry Road. The side walls have partially collapsed, and part of the brick wall is bowing outwards in danger of further collapse.
A photograph of a row of images of faces pasted on a wall. The photograph is captioned by Paul Corliss, "Ferrymead, wall between Tidal View and Ferry Road".
A photograph of a row of images of faces pasted on a wall. The photograph is captioned by Paul Corliss, "Ferrymead, wall between Tidal View and Ferry Road".
A photograph of a room in the Diabetes Centre which has been walled off using tarpaulins. Cracks in the wall have been filled with epoxy resin.
A photograph of a room in the Diabetes Centre. The panelling has been taken off the walls, exposing the wooden framing, insulation, and wires.