Umut Akguzel Photograph 121
Images, UC QuakeStudies
A photograph of a map of CBD building evaluations as of 27 February 2011.
A photograph of a map of CBD building evaluations as of 27 February 2011.
A photograph of workers evaluating a crack in the footpath next to the Avon River.
A copy of the CanCERN online newsletter published on 28 October 2011
The former Lyttelton Fire Station on the corner of Sumner Road and Oxford Street. Broken stonework from the top of the building lies on the footpath where it fell. Members of the New Zealand Fire Service are evaluating the building.
The former Lyttelton Fire Station on the corner of Sumner Road and Oxford Street. Broken stonework from the top of the building lies on the footpath where it fell. Members of the New Zealand Fire Service are evaluating the building.
The sequence of earthquakes that has greatly affected Christchurch and Canterbury since September 2010 has again demonstrated the need for seismic retrofit of heritage unreinforced masonry buildings. Commencing in April 2011, the damage to unreinforced stone masonry buildings in Christchurch was assessed and recorded with the primary objective being to document the seismic performance of these structures, recognising that they constitute an important component of New Zealand’s heritage architecture. A damage statistics database was compiled by combining the results of safety evaluation placarding and post-earthquake inspections, and it was determined that the damage observed was consistent with observations previously made on the seismic performance of stone masonry structures in large earthquakes. Details are also given on typical building characteristics and on failure modes observed. Suggestions on appropriate seismic retrofit and remediation techniques are presented, in relation also to strengthening interventions that are typical for similar unreinforced stone masonry structures in Europe.