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A photograph of a member of the Wellington Emergency Management Office Emergency Response Team entering an office through a broken window. Glass from the broken window has spilled onto the pavement in front of the building.
A photograph of members of the Wellington Emergency Management Office Emergency Response Team filling out paperwork outside City Care on Antigua Street. The City Care building has been blocked off with wire fencing and police tape.
A photograph of members of the Wellington Emergency Management Office Emergency Response Team filling out paperwork outside City Care on Antigua Street. The City Care building has been blocked off with wire fencing and police tape.
A photograph of members of the Wellington Emergency Management Office Emergency Response Team inside the Craigs Investment Partners House on Armagh Street. A red sticker on the door indicates that the building is unsafe to enter.
A photograph taken from a corner of the Barbadoes and Worcester Streets intersection. On the opposite corner a building has collapsed, crushing three parked cars. To the right a rural fire van is parked on Worcester Street.
A photograph of members of the Wellington Emergency Management Office Emergency Response Team standing on Lichfield Street, outside the Majestic Theatre. A pile of rubble from the earthquake-damaged buildings is on the street to their right.
A large crack where the foundation of a building has moved away from the adjoining carpark. The photographer comments, "The gap between Robbies restaurant and bar in New Brighton and the car park after the Christchurch Earthquake".
A video about the removal of the dome of the Cathedral of the Blessed Sacrament on Barbadoes Street. The dome is being removed in order to take weight off the building and help stabilise the lower sections.
Members of the USAID Disaster Assistance Response Team and New Zealand Urban Search and Rescue Team in front of a collapsed house in the Christchurch central city. In the background, the Newstalk ZB Building can be seen.
In order to provide information related to seismic vulnerability of non-ductile reinforced concrete (RC) frame buildings, and as a complementary investigation on innovative feasible retrofit solutions developed in the past six years at the University of Canterbury on pre-19170 reinforced concrete buildings, a frame building representative of older construction practice was tested on the shake table. The specimen, 1/2.5 scale, consists of two 3-storey 2-bay asymmetric frames in parallel, one interior and one exterior, jointed together by transverse beams and floor slabs. The as-built (benchmark) specimen was first tested under increasing ground motion amplitudes using records from Loma Prieta Earthquake (California, 1989) and suffered significant damage at the upper floor, most of it due to lap splices failure. As a consequence, in a second stage, the specimen was repaired and modified by removing the concrete in the lap splice region, welding the column longitudinal bars, replacing the removed concrete with structural mortar, and injecting cracks with epoxy resin. The modified as-built specimen was then tested using data recorded during Darfield (New Zealand, 2010) and Maule (Chile, 2010) Earthquakes, with whom the specimen showed remarkably different responses attributed to the main variation in frequency content and duration. In this contribution, the seismic performance of the three series of experiments are presented and compared.
A photograph of the earthquake damage to the Art Gallery Apartments on Gloucester Street. Both windows on the second floor of the building are broken. USAR codes have been spray painted on one of the bottom-storey windows.
A photograph of emergency management personnel standing in front of a block of earthquake-damaged buildings on Manchester Street. Large piles of rubble line the street. In the foreground a parked car has been crushed by falling rubble.
A photograph looking east up Cashel Street towards Colombo Street. Rubble from earthquake-damaged buildings is piled on both sides of the street. A van has been crushed by the rubble on the left side of the street.
A photograph of the earthquake damage to the former St Albans Library on Colombo Street. Parts of the walls have crumbled, the bricks spilling onto the pavement. Wire fencing has been placed around the building as a cordon.
A photograph looking south down Poplar Lane from the intersection of Lichfield Street. Bricks from earthquake-damaged buildings litter the lane. A car parked on the right side of the lane has been crushed by the falling bricks.
A photograph looking north up Colombo Street from the intersection with Gloucester Street. Rubble from earthquake-damaged buildings is sitting on both sides of the street. The road has been closed ahead with plastic fencing and road cones.
A black and white photograph of a pile of rubble in front of a window. In the background behind the window a gap in the building can be seen. The photographer comments, "The result of the Christchurch earthquakes".
A photograph captioned by BeckerFraserPhotos, "A pile of bricks which have crumbled from a wall and landed on a digger at a demolition on Lichfield Street. This is a result of the 23 December 2011 earthquake".
A photograph of the earthquake damage to Poplar Street taken from Tuam Street shortly after the 22 February 2011 earthquake. The road is completely covered by loose bricks and a car has been crushed. To the left, the corner of a building has collapsed, rubble falling into the street.
A photograph looking south down Manchester Street from the intersection with Armagh Street. The buildings along the left side of the street have been cordoned off with wire fencing. In the distance, the Rendezvous Hotel and Hotel Grand Chancellor can be seen.
A photograph of a room inside a flat on Poplar Street taken during the Residential Access Project. The project gave residents temporary access within the red-zone cordon in order to retrieve items from their homes. The building's outer wall has crumbled leaving the room exposed.