A diagram which illustrates SCIRT's asset assessment request process.
A document which outlines SCIRT's post-earthquake asset assessment process.
A design guideline which provides information about how to use the SCIRT Asset Assessment Spreadsheet.
A paper which shares the process followed for the assessment and prioritisation of the retaining walls within the Port Hills in Christchurch.
A technical paper prepared for the Water NZ conference and expo 2012, which details how GIS and InfoNet were used to complement SCIRT's asset assessment process.
A presentation to the IPWEA conference of a paper which shares the process followed for the assessment and prioritisation of the retaining walls within the Port Hills in Christchurch.
A conference paper about the Pipe Damage Assessment Tool (PDAT).
A design guideline which provides guidance to project definition and design teams on how to use Pipe Damage Assessment Tool (PDAT) outputs in their scoping and concept design work.
A pdf copy of feedback given by the One Voice Te Reo Kotahi organising group on the draft Christchurch City Preliminary Resilience Assessment.
A Civil Defence staff member completing a Level 1 Rapid Assessment inspection on a damaged house.
A photograph of workers standing on Gloucester Street. Two of the workers are filling out EQ Rapid Assessment Forms as their peers watch on.
A Civil Defence staff member completing a Level 1 Rapid Assessment inspection on a damaged house. The brickwork on the outer walls have collapsed.
An outline, created in 2011, of the levels of service and condition of the horizontal infrastructure within the central city, providing a broad indication of damage, service levels provided to residents and business owners, and used to estimate the cost of repairs following the earthquake events.
A Civil Defence staff member completing a Level 1 Rapid Assessment inspection on a damaged house. The brickwork and window have collapsed from the outer wall of the property.
A Civil Defence staff member completing a Level 1 Rapid Assessment inspection on a damaged house. The brickwork has crumbled and the broken windows have been boarded up.
A Civil Defence staff member completing a Level 1 Rapid Assessment inspection on a damaged house. The brickwork on the outer walls have collapsed. The window on the left hand side has been broken.
A Civil Defence staff member completing a Level 1 Rapid Assessment inspection form for a damaged house. Some of the brickwork has collapsed from the outer wall and the awnings over the windows have collapsed.
A Civil Defence staff member completing a Level 1 Rapid Assessment inspection form for a damaged house. Some of the brickwork has collapsed from the outer wall of the house and the awnings over the windows have collapsed.
A paper which outlines SCIRT's approach to asset assessment, design and repair of damaged retaining walls, and presents a case study of a retaining wall rebuild, on Cunningham Terrace, Lyttelton.
A diagram which shows outputs from PDAT (with explanations).
A diagram which shows outputs from PDAT calibration/validation (with explanations).
A photograph of a rapid assessment lecture being presented to workers.
A Civil Defence staff member talking on his cell phone, he is holding clipboard with a form titled 'Christchurch Eq rapid assessment form level 1'. The brickwork of the house has crumbled and the broken windows have been boarded up.
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.
A photograph of the first page of a copy of a Level 1 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the second page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the third page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the first page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A paper which outlines the observed damage to Christchurch City Council-owned retaining walls and the repair solutions developed.
A pdf copy of a PowerPoint presentation made for the Water Services Association of Australia conference, about SCIRT's approach to asset investigation after the Canterbury earthquakes of 2010 and 2011.