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Images, UC QuakeStudies

People stand in front of a damaged house in New Brighton. The upper storey at the front of the house has collapsed onto the floor below. The photographer comments, "This house at 158 Marine Parade, New Brighton, Christchurch was owned by the man leaning on the fence. He lived next door and his daughter lived here. During the earthquake the 2nd storey stayed mainly whole, but the 1st collapsed. Luckily the daughter was in the top storey. She was rescued from the building by neighbours, by climbing out of the window and down a ladder. Another piece of luck is that most of the belongings were stored in boxes in the garage at the front. Though the garage also collapsed the boxes appear intact. The owner had tried to sell it previously without success".

Research papers, The University of Auckland Library

Perimeter Moment resisting steel frames (PMRSFs) are a commonly used seismic resisting system, placed around the perimeter of the building for maximum torsional stiffness. They are typically designed as “strong column weak beam” systems with fixed column bases. When subjected to severe earthquake demand, sufficient to push the beams into the inelastic range, it is expected that plastic hinging at the column bases will occur. However, the response of PMRSF systems to the severe 2010/2011 Christchurch earthquake series did not generate column base hinging in systems which exhibited beam yielding.

Research papers, The University of Auckland Library

During the 2010/2011 Canterbury earthquakes, several reinforced concrete (RC) walls in multi-storey buildings formed a single crack in the plastic hinge region as opposed to distributed cracking. In several cases the crack width that was required to accommodate the inelastic displacement of the building resulted in fracture of the vertical reinforcing steel. This type of failure is characteristic of RC members with low reinforcement contents, where the area of reinforcing steel is insufficient to develop the tension force required to form secondary cracks in the surrounding concrete. The minimum vertical reinforcement in RC walls was increased in NZS 3101:2006 with the equation for the minimum vertical reinforcement in beams also adopted for walls, despite differences in reinforcement arrangement and loading. A series of moment-curvature analyses were conducted for an example RC wall based on the Gallery Apartments building in Christchurch. The analysis results indicated that even when the NZS 3101:2006 minimum vertical reinforcement limit was satisfied for a known concrete strength, the wall was still susceptible to sudden failure unless a significant axial load was applied. Additionally, current equations for minimum reinforcement based on a sectional analysis approach do not adequately address the issues related to crack control and distribution of inelastic deformations in ductile walls.

Images, UC QuakeStudies

A photograph looking west down Armagh Street towards the Forsyth Barr and PricewaterhouseCoopers buildings. A shipping container is situated on the left side of the road and two people in high-visibility vests and hard hats can be seen crossing the road.

Videos, UC QuakeStudies

A video about the Student Volunteer Army delivering chemical toilets and building sandbag walls in Avondale after the 22 February 2011 earthquake. The sandbag walls are being built along the banks of the Avon River to prevent flooding caused by land subsidence.

Images, UC QuakeStudies

A photograph of High Street looking towards the intersection of Manchester and Lichfield Streets. Rubble from earthquake-damaged buildings litters the street to the right. In the distance excavators are clearing rubble from Manchester and High Streets while emergency management personnel look on.

Images, UC QuakeStudies

A photograph of looking south out a window of the PricewaterhouseCoopers Building on Armagh Street. Notable landmarks include: New Regent Street in the bottom left of the photograph; the Rendezvous Hotel in the centre; and the Hotel Grand Chancellor in the background.

Images, UC QuakeStudies

A digger being loaded onto the back of a truck. The photographer comments, "After clearing away the remains of a building in Christchurch, New Zealand destroyed by the February 22 earthquake the digger can now be transported to its next destination for destruction".

Images, UC QuakeStudies

A photograph of a member of an emergency management team standing in front of an excavator on Manchester Street. The excavator is sitting on top of a pile of rubble from several earthquake-damaged buildings. In the background is another excavator clearing rubble.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office walking down Gloucester Street towards the intersection of Manchester Street. Bricks from an earthquake-damaged building cover the footpath in the distance. Wire fences have been placed around the rubble as a cordon.