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Images, UC QuakeStudies

Fulton Hogan employees examining a large crack in the middle of a road in Avonside after the September 4th earthquake.

Images, UC QuakeStudies

Cracks in a fence on a Residential property in Avonside, and liquefaction on the footpath, after the September 4th earthquake.

Images, UC QuakeStudies

Damage to the Edgeware Law building on Colombo Street. A brick wall has collapsed into the carpark exposing a bathroom.

Images, UC QuakeStudies

Cracks in the driveway of a residential property on Hood Avenue in Pines Beach after the September 4th earthquake.

Images, UC QuakeStudies

Cracks partially repaired on Woodham Road in Avonside, with road cones warning cars of rubble, after the September 4th earthquake.

Images, UC QuakeStudies

Large cracks along a footpath barred off by City Care tape along the river in Avonside after the September 4th earthquake.

Images, UC QuakeStudies

Damage to the Repertory Theatre on Kilmore Street after the 4th of September earthquake. The front wall has collapsed onto the street.

Images, UC QuakeStudies

A large crack along the ground in Kaiapoi, creating a gap between the footpath and the turf, after the September 4th earthquake.

Images, UC QuakeStudies

A large crack along the ground in Kaiapoi, creating a gap between the footpath and the turf, after the September 4th earthquake.

Images, UC QuakeStudies

Liquefaction and flooding on Chichester Street, after the September 4th earthquake. A chimney fallen into a fence in a residential property.

Images, UC QuakeStudies

Cracks in a residential property on Hood Avenue in Pines Beach, after the September 4th earthquake. Damage to the front fence.

Images, UC QuakeStudies

Damage to a house in Pines Beach, after the September 4th earthquake. The chimney has been shaken out from the wall.

Research papers, University of Canterbury Library

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.