Seen through a cordon fence, traces of bricks from a demolished building adhere to the concrete wall of the adjoining building, also being demolished.
A photograph of the earthquake damage to a building on Oxford Terrace. The wall to the right has collapsed, the concrete blocks spilling onto the footpath in front. USAR codes have been spray-painted on the ground at the entrance of the building.
A photograph of the earthquake damage to a stairwell in the Crowne Plaza Hotel on the corner of Kilmore and Durham Streets. Large sections of the concrete wall behind the stair rail have broken away to reveal the steel reinforcement underneath.
Bracing made of steel beams and concrete blocks that has been applied to the wall of St John the Baptist Church in Latimer Square.
A photograph of some simple street art on a concrete wall. The artwork depicts a masked boy with red hair, nestled between the colourful letters of tag writing. An excavator from Mount Grey Downs Limited and some stacked concrete slabs are in the foreground.
A photograph of the earthquake damage to a block of buildings in central Christchurch. The basement of the buildings have collapsed and the concrete blocks have spilled into the car park. Large cracks have also formed in between the blocks in the walls of the building to the left.
A photograph of a bird painted on a concrete block in a retaining wall. The photograph is captioned by BeckerFraserPhotos, "Cunningham Terrace, Lyttelton".
A photograph of a blind mouse painted on a concrete block in a retaining wall. The photograph is captioned by BeckerFraserPhotos, "Cunningham Terrace, Lyttelton".
Damage to a house in Redcliffs. The chimney is still intact, but is leaning away from the house at an extreme angle, and concrete blocks have fallen from the walls.
Workers inspecting the badly damaged Redcliffs Scout Hall. Large concrete slabs have fallen inwards from one wall. The photographer comments, "This building was badly damaged in the February quake but now close to collapse".
A photograph of a Nero playing while Rome burns, painted on a concrete block in a retaining wall. The photograph is captioned by BeckerFraserPhotos, "Cunningham Terrace, Lyttelton".
A photograph of graffiti reading, "City Council cares, yeah right", painted on a concrete block in a retaining wall. The photograph is captioned by BeckerFraserPhotos, "Cunningham Terrace, Lyttelton".
Damage to a house in Richmond. Bricks have fallen from the walls onto the driveway, and a large gap between the concrete foundation and the wooden framing shows how much the house has moved. The photographer comments, "The foundations and brick cladding moved, but the timber wall remained in position. The gap grew to over 400mm by the time the house was demolished.
A photograph of a train painted on a concrete block in a retaining wall, alongside the words, "The gravy train". The photograph is captioned by BeckerFraserPhotos, "Cunningham Terrace, Lyttelton".
A photograph of an opera singer singing the words "Cera, cera", painted on a concrete block in a retaining wall. The photograph is captioned by BeckerFraserPhotos, "Cunningham Terrace, Lyttelton".
A photograph captioned by BeckerFraserPhotos, "A concrete-block wall from a building on the corner of Colombo and Gloucester Streets which has fallen in an interesting pattern during demolition".
A photograph captioned by BeckerFraserPhotos, "Victoria Street. A giant vibrating pair of nibblers makes easy work of demolishing a reinforced concrete building. This section of wall was reduced to rubble in about two minutes".
A photograph of a house with retaining walls supported by large bags of concrete. The photograph is captioned by BeckerFraserPhotos, "On the corner of Ticehurst Road and Bridle Path, Lyttelton".
Damage to a house in Redcliffs. There are large cracks in the concrete block walls and several blocks have fallen. The chimney is still intact, but is leaning away from the house at an extreme angle.
Damage to a house in Redcliffs. There are large cracks in the concrete block walls and several blocks have fallen. The chimney is still intact, but is leaning away from the house at an extreme angle.
Cracks in the concrete foundation and wooden walls of a house on Avonside Drive. The photograph shows where the metal frame of the house's conservatory has come apart, and shards of glass from it can be seen on the footpath.
The front entrance of the Durham Street Methodist Church. The door is blocked by a safety fence and large concrete blocks, which have been used to secure the steel bracing supporting the front wall of the building.
A photograph of the earthquake-damaged Our City O-Tautahi Building on the corner of Worcester Street and Oxford Terrace. Steel bracing has been placed against the building to secure the brick walls. The bracing is supported by large concrete blocks. Wire fences have also been placed around the bottom of the building as a cordon. Scaffolding has been erected around the tower to the right.
Research following the 2010-2011 Canterbury earthquakes investigated the minimum vertical reinforcement required in RC walls to generate well distributed cracking in the plastic hinge region. However, the influence of the loading sequence and rate has not been fully addressed. The new minimum vertical reinforcement limits in NZS 3101:2006 (Amendment 3) include consideration of the material strengths under dynamic load rates, but these provisions have not been validated at a member or system level. A series of tests were conducted on RC prisms to investigate the effect of loading rate and sequence on the local behaviour of RC members. Fifteen axially loaded RC prisms with the designs representing the end region of RC walls were tested under various loading rates to cover the range of pseudo-static and earthquake loading scenarios. These tests will provide substantial data for understanding the local behaviour of RC members, including hysteretic load-deformation behaviour, crack patterns, failure mode, steel strain, strain rate and ductility. Recommendations will be made regarding the effect of loading rate and reinforcement content on the cracking behaviour and ductility of RC members.
The steps from Cambridge Terrace up to the Bridge of Remembrance. The terracotta tiles on the highest step have chipped off. The gaps that can be seen on the concrete wall to the right shows how far the steps have moved from their original position.
The top of a corner tower from St John the Baptist Church in Latimer Square that has been set between two buttresses at the church's base. Bracing made of steel beams and concrete blocks can be seen fixed to the wall on the right of the photograph.
A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".
A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".
Following the 2010–2011 Canterbury earthquakes, a renewed focus has been directed across New Zealand to the hazard posed by the country‘s earthquake-vulnerable buildings, namely unreinforced masonry (URM) and reinforced concrete (RC) buildings with potentially nonductile components that have historically performed poorly in large earthquakes. The research reported herein was pursued with the intention of addressing several recommendations made by the Canterbury Earthquakes Royal Commission of Inquiry which were classified into the following general categories: Identification and provisional vulnerability assessment of URM and RC buildings and building components; Testing, assessment, and retrofitting of URM walls loaded out-of-plane, with a particular focus on highly vulnerable URM cavity walls; Testing and assessment of RC frame components, especially those with presumably non-ductile reinforcement detailing; Portfolio management considering risks, regulations, and potential costs for a portfolio that includes several potentially earthquake-vulnerable buildings; and Ongoing investigations and proposed research needs. While the findings from the reported research have implications for seismic assessments of buildings across New Zealand and elsewhere, an emphasis was placed on Auckland given this research program‘s partnership with the Auckland Council, the Auckland region accounting for about a third each of the country‘s population and economic production, and the number and variety of buildings within the Auckland building stock. An additional evaluation of a historic building stock was carried out for select buildings located in Hawke‘s Bay, and additional experimental testing was carried out for select buildings located in Hawke‘s Bay and Christchurch.
A photograph of street art on a building in New Brighton. The artwork consists of political and earthquake-related newspaper clippings and leaflets pasted to a concrete block wall. At the bottom of the piece is a leaflet with the word "You" written in blue, capital letters.