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Images for Brick by Brick; more images...

Images, UC QuakeStudies

A photograph of the earthquake damage to Poplar Street taken from Tuam Street shortly after the 22 February 2011 earthquake. The road is completely covered by loose bricks and a car has been crushed.

Images, UC QuakeStudies

A photograph of the earthquake damage to Poplar Street taken from Tuam Street shortly after the 22 February 2011 earthquake. The road is completely covered by loose bricks and a car has been crushed.

Images, UC QuakeStudies

A faded sign reading, 'McCormic Reapers & Binders' painted onto the side of a brick building, revealed by the demolition of the adjoining building. Wooden pallets have been placed at the front of the building.

Images, UC QuakeStudies

A photograph of the earthquake damage to Poplar Street taken from Tuam Street shortly after the 22 February 2011 earthquake. The road is completely covered by loose bricks and a car has been crushed.

Images, UC QuakeStudies

A damaged building on Durham Street. Cracks can be been in the brickwork, as well as a pile of bricks from a damaged wall to the left. Wire fencing has been placed around the building as a cordon. USAR codes have been spray-painted on the front window.

Images, UC QuakeStudies

A view down Victoria Street from the corner of Victoria Street and Bealey Avenue. On the left is the damaged Knox Church, where the brick has crumbled but the wooden roof frame is still intact. Behind is the the BDO building and on the left is an empty demolition site.

Research papers, The University of Auckland Library

This thesis describes the strategies for earthquake strengthening vintage clay bricks unreinforced masonry (URM) buildings. URM buildings are well known to be vulnerable to damage from earthquake-induced lateral forces that may result in partial or full building collapse. The 2010/2011 Canterbury earthquakes are the most recent destructive natural disaster that resulted in the deaths of 185 people. The earthquake events had drawn people’s attention when URM failure and collapse caused about 39 of the fatality. Despite the poor performance of URM buildings during the 2010/2011 Canterbury earthquakes, a number of successful case study buildings were identified and their details research in-depth. In order to discover the successful seismic retrofitting techniques, two case studies of retrofitted historical buildings located in Christchurch, New Zealand i.e. Orion’s URM substations and an iconic Heritage Hotel (aka Old Government Building) was conducted by investigating and evaluating the earthquake performance of the seismic retrofitting technique applied on the buildings prior to the 2010/2011 Canterbury earthquakes and their performance after the earthquakes sequence. The second part of the research reported in this thesis was directed with the primary aim of developing a cost-effective seismic retrofitting technique with minimal interference to the vintage clay-bricks URM buildings. Two retrofitting techniques, (i) near-surface mounted steel wire rope (NSM-SWR) with further investigation on URM wallettes to get deeper understanding the URM in-plane behaviour, and (ii) FRP anchor are reported in this research thesis.