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Research papers, The University of Auckland Library

During the 2010/2011 Canterbury earthquakes, Reinforced Concrete Frame with Masonry Infill (RCFMI) buildings were subjected to significant lateral loads. A survey conducted by Christchurch City Council (CCC) and the Canterbury Earthquake Recovery Authority (CERA) documented 10,777 damaged buildings, which included building characteristics (building address, the number of storeys, the year of construction, and building use) and post-earthquake damage observations (building safety information, observed damage, level of damage, and current state of the buildings). This data was merged into the Canterbury Earthquake Building Assessment (CEBA) database and was utilised to generate empirical fragility curves using the lognormal distribution method. The proposed fragility curves were expected to provide a reliable estimation of the mean vulnerability for commercial RCFMI buildings in the region. http://www.13thcms.com/wp-content/uploads/2017/05/Symposium-Info-and-Presentation-Schedule.pdf VoR - Version of Record

Images, UC QuakeStudies

A photograph of the Citizens' War Memorial in Cathedral Square. Bracing has been placed around the neck and waist of the angel. In the background, the roof of the Cathedral Visitors' Centre and part of the ChristChurch Cathedral can be seen.

Images, UC QuakeStudies

A photograph of the Arts Centre taken from Rolleston Avenue near the Botanic Gardens. The building has been cordoned off by wire fencing and a wooden structure has been secured to the tower with tie-downs to help reduce damage from further aftershocks.

Images, UC QuakeStudies

A photograph of the Citizens' War Memorial in Cathedral Square. Bracing has been placed around the neck and waist of the angel. In the background, the roof of the Cathedral Visitors' Centre and part of the ChristChurch Cathedral can be seen.