
Damage to River Road in Richmond. The river bank has slumped towards the river, opening up a large crack along the side of the road. The photographer comments, "Lateral spreading in River Rd".
Tents set up in the Fine Arts car park at the University of Canterbury, used for teaching while lecture theatres were closed for structural testing. The photographer comments, "The 'tent city' on the Arts car park".
A man walks towards a damaged house in Dallington. The chimney has fallen, and roofing tiles have shaken loose. In the foreground, the railings of the damaged Dallington Bridge are visible.
Temporary office space set up in the NZi3 building. The photographer comments, "University of Canterbury administration all fits into one building! Well, sort of. A long view of the west end; Facilities, enrolments, student admin, then meeting areas. E-learning is the first bay to the east side of the stairs".
A photograph of the Townsend Telescope in the Observatory at the Christchurch Arts Centre. This image was used by Graeme Kershaw, Technician at the University of Canterbury Department of Physics and Astronomy, to identify the telescope's parts after the 22 February 2011 earthquake.
A photograph of the Townsend Telescope in the Observatory at the Christchurch Arts Centre. This image was used by Graeme Kershaw, Technician at the University of Canterbury Department of Physics and Astronomy, to identify the telescope's parts after the 22 February 2011 earthquake.
A crane beside the boiler chimney in the University of Canterbury's Facilities Management yard. The photographer comments, "The University restarts its teaching, and the techies in e-learning move out of NZi3. Inspection and repairs to the University's boiler system. It's getting cooler, we'll need heat soon - but we need accessible buildings first".
The twisted and broken Medway Street bridge. The photographer comments, "The twisted footbridge at the Medway St corner".
The damaged Carlton Hotel. The parapet and part of the upper storey has collapsed, and scaffolding and bracing support the building.
The damaged Carlton Hotel. The parapet and part of the upper storey has collapsed, and scaffolding and bracing support the building.
The damaged Carlton Hotel. The parapet and part of the upper storey has collapsed, and scaffolding and bracing support the building.
A pathway through trees on the University of Canterbury campus, beside the Avon River. The photographer comments, "Path by the river, University Drive".
A video of a presentation by David Meates, Chief Executive of the Christchurch District Health Board and the West Coast District Health Board, during the first plenary of the 2016 People in Disasters Conference. The presentation is titled, "Local System Perspective".The abstract for this presentation reads as follows: The devastating Canterbury earthquakes of 2010 and 2011 have resulted in challenges for the people of Canterbury and have altered the population's health needs. In the wake of New Zealand's largest natural disaster, the health system needed to respond rapidly to changing needs and damaged infrastructure in the short-term in the context of developing sustainable long-term solutions. Canterbury was undergoing system transformation prior to the quakes, however the horizon of transformation was brought forward post-quake: 'Vision 2020' became the vision for now. Innovation was enabled as people working across the system addressed new constraints such as the loss of 106 acute hospital beds, 635 aged residential care beds, the loss of general practices and pharmacies as well as damaged non-government organisation sector. A number of new integration initiatives (e.g. a shared electronic health record system, community rehabilitation for older people, community falls prevention) and expansion of existing programs (e.g. acute demand management) were focused on supporting people to stay well in their homes and communities. The system working together in an integrated way has resulted in significant reductions in acute health service utilisation in Canterbury. Acute admission rates have not increased and remain significantly below national rates and the number of acute and rehabilitation bed days have fallen since the quakes, with these trends most evident among older people. However, health needs frequently reported in post-disaster literature have created greater pressures on the system. In particular, an escalating number of people facing mental health problems and coping with acute needs of the migrant rebuild population provide new challenges for a workforce also affected by the quakes. The recovery journey for Canterbury is not over.
Members of the University of Canterbury's E-Learning team, Jess Hollis, Alan Hoskin, Paul Nicholls and Susan Tull, in their temporary office in the NZi3 building. The photographer comments, "University of Canterbury administration all fits into one building! Well, sort of. Jess with laptop on side desk, Paul the same on the other side, Susan getting sorted, Alan on the phone. Another day in the e-learning corner".
Detail of damage to a house in Richmond. A double-brick wall has collapsed, and a gap is visible between the house and its foundation. The photographer comments, "These photos show our old house in River Rd and recovery work around Richmond and St Albans. The house and the concrete patio are now 15cm apart. The house took half the dining room's remaining bricks with it as it jumped off the foundations. It gives a good visual indication of the displacement".
Detail of damage to a house in Richmond. A double-brick wall has collapsed. A wire loop which formerly tied the two layers of bricks together has pulled out from one of the layers, showing how the two parts of the wall moved apart during the shaking. The photographer comments, "These photos show our old house in River Rd and recovery work around Richmond and St Albans. The remaining double brick by the back door has been further smashed and twisted".
Damage to a house in Richmond. The foundation is all that remains of one room, and the exposed interior wall has been covered with builders' paper for protection. Weeds grow between cracks in the concrete patio. The photographer comments, "Revisiting our abandoned house. Cracked patio. The wooden floor is all that remains of a sunny living space with bifold doors, opening the house to the garden. This was so broken on 4/9/10 that it was immediately demolished".
Paul Nicholls from the University of Canterbury's E-Learning team and Digital Media Group Manager Wayne Riggall in their temporary office in KB02 in Kirkwood Village, the complex of prefabs set up after the earthquakes to provide temporary office and classroom space for the university. The photographer comments, "The e-learning group and the video conferencing team are now located in the Kirkwood Village at the University of Canterbury. It's a very impressive project, about 60 buildings arranged in various configurations with some used for teaching or computer labs, and others as staff offices. We will probably stay here for several years now. Adjoining our area is a space for Wayne, the Digital Media Group Manager, who will organise a sitting area for visitors and small meetings. Beyond Wayne is a closed-off meeting room".
Results from a series of 1D seismic effective stress analyses of natural soil deposits from Christchurch are summarized. The analysed soil columns include sites whose performance during the 2010-2011 Canterbury earthquakes varied significantly, from no liquefaction manifestation at the ground surface to very severe liquefaction, in which case a large area of the site was covered by thick soil ejecta. Key soil profile characteristics and response mechanisms affecting the severity of surface liquefaction manifestation and subsequent damage are explored. The influence of shaking intensity on the triggering and contribution of these mechanisms is also discussed. Careful examination of the results highlights the importance of considering the deposit as a whole, i.e. a system of layers, including interactions between layers in the dynamic response and through pore water pressure redistribution and water flow.
The 2010-2011 Canterbury earthquake sequence, and the resulting extensive data sets on damaged buildings that have been collected, provide a unique opportunity to exercise and evaluate previously published seismic performance assessment procedures. This poster provides an overview of the authors’ methodology to perform evaluations with two such assessment procedures, namely the P-58 guidelines and the REDi Rating System. P-58, produced by the Federal Emergency Management Agency (FEMA) in the United States, aims to facilitate risk assessment and decision-making by quantifying earthquake ground shaking, structural demands, component damage and resulting consequences in a logical framework. The REDi framework, developed by the engineering firm ARUP, aids stakeholders in implementing resilience-based earthquake design. Preliminary results from the evaluations are presented. These have the potential to provide insights on the ability of the assessment procedures to predict impacts using “real-world” data. However, further work remains to critically analyse these results and to broaden the scope of buildings studied and of impacts predicted.
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.
A photograph of the flange on the lower end of the main tube from the Townsend Telescope.
A colour photograph of the west facade of the Press Building after the 22 February 2011 earthquake.
A document which discusses the importance of the Alliance Objectives to the operation of SCIRT.
Detail of damage to the twisted Medway Street bridge. The photographer comments, "The twisted footbridge at the Medway St corner".
Damage to the Cranmer Centre. The brick facade has fallen from the upper storeys, crushing cordon fencing on the street below.
A video of a presentation by Elizabeth McNaughton during the fourth plenary of the 2016 People in Disasters Conference. McNaughton is the Director of the Canterbury Earthquake Recovery Learning and Legacy programme at the Department of the Prime Minister and Cabinet. The presentation is titled, "Leading in Disaster Recovery: A companion through the chaos".The abstract for this presentation reads as follows: Leading in disaster recovery is a deeply human event - it requires us to reach deep inside of ourselves and bring to others the best of who we can be. It's painful, tiring, rewarding and meaningful. The responsibility can be heavy and at times leaders feel alone. The experienced realities of recovery leadership promoted research involving over 100 people around the globe who have worked in disaster recovery. The result is distilled wisdom from those who have walked in similar shoes to serve as a companion and guide for recovery leaders. The leadership themes in Leading in Disaster Recovery: A companion through the chaos include hard-won, honest, personal, brave insights and practical strategies to serve and support other recovery leaders. This guidance is one attempt amongst many others to change the historic tendency to lurch from disaster to disaster without embedding learning and knowledge - something we cannot afford to do if we are to honour those whose lives have been lost or irreversibly changed by disaster. If we are to honour the courageous efforts of those who have previously served disaster-impacted communities we would be better abled to serve those impacted by future disasters.
A copy of the first issue of Doing Gender & Disaster, a journal produced by the Gender & Disaster Network. The issue examines the National Council of Women of New Zealand (NCWNZ) project, Women's Voices: Recording women's stories of the Canterbury earthquakes.
A large crack runs through the garden of a house in Richmond. The photographer comments, "A large crack about 15cm wide runs across three sections. Note the movement in the slabs for the garden path".
A photograph of the earthquake-damaged output shaft from the top-plate of the Townsend Telescope's clock drive. The output shaft was bent out of shape during the 22 February 2011 earthquake.