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Images, Canterbury Museum

A hydraulically powered claw, or grapple, to attach to a digger or excavator. The orange painted iron claw has two opposing levers to pinch materials for demolition or construction.

Images, eqnz.chch.2010

20130808_2288_1D3-40 Awaiting demoloition Two relatively new town houses in the Bexley "Red Zone". Awaiting demolition due to severe land problems. Have been vandalised. #4073

Images, UC QuakeStudies

A powhiri performed by Ngai Tahu elders to welcome workers of the Stronger Christchurch Infrastructure Rebuild Team (SCIRT). Phil Goff is standing in the centre of the group that is being welcomed. The ceremony was held in Burwood Park.

Research papers, University of Canterbury Library

The 1995 book, “Wellington after the quake: the challenge of rebuilding cities”, is reviewed in light of the 2010/2011 Canterbury, New Zealand, earthquakes. Lessons are drawn related to the difficulties of recovery of complex infrastructure systems after disasters.

Videos, UC QuakeStudies

A video of Prime Minister John Key taking part in a tree planting ceremony on the banks of the Avon River in Christchurch. The trees were planted to symbolise the beginning of the rebuild of the Christchurch central city.

Research papers, University of Canterbury Library

Recent severe earthquakes, such as the 2010-2011 Christchurch earthquake series, have put emphasis on building resilience all over the world. To achieve such resilience, procedures for low damage seismic design have been developed to satisfy both life safety requirements and the need to minimize undesirable economic effects of required building repair or structural member replacement following a major earthquake. Seismic resisting systems following this concept are expected to withstand severe earthquakes without requiring major post-earthquake repairs, using isolating mechanisms or sacrificial systems that either do not need repair or are readily repairable or replaceable. These include the sliding hinge joint with asymmetric friction connections (SHJAFCs) in beam-to-column connections of the moment resisting steel frames (MRSFs) and symmetric friction connections (SFCs) in braces of the braced frames. A 9 m tall, configurable three-storey steel framed composite floor building incorporating frictionbased connections is to be tested using two linked bi-directional shake tables at the International joint research Laboratory of Earthquake Engineering (ILEE) facilities, Shanghai, China. The structural systems are configurable, allowing different moment and braced frame structural systems tested in two horizontal directions. The structure is designed and detailed to undergo, at worst, minor damage under a planned series of severe earthquakes.