Post February 22 Earthquake Damage PWS-2011-03-09-DSC9927
Post February 22 Earthquake Damage Corner Opawa Road and Aynsley Terrace, Opawa PWS-2011-03-09-DSC9935
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9956
Post February 22 Earthquake Damage Corner Opawa Road and Aynsley Terrace, Opawa PWS-2011-03-09-DSC9941
Post February 22 Earthquake Damage Corner Opawa Road and Aynsley Terrace, Opawa PWS-2011-03-09-DSC9948
Post February 22 Earthquake Damage Corner Opawa Road and Aynsley Terrace, Opawa PWS-2011-03-09-DSC9944
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9934
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9922
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9953
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9955
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9931
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9928
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9954
Post February 22 Earthquake Damage Corner Opawa Road and Aynsley Terrace, Opawa PWS-2011-03-09-DSC9947
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9930
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9925
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9951
Post February 22 Earthquake Damage Corner Opawa Road and Aynsley Terrace, Opawa PWS-2011-03-09-DSC9937
Post February 22 Earthquake Damage Corner Opawa Road and Aynsley Terrace, Opawa PWS-2011-03-09-DSC9943
Post February 22 Earthquake Damage PWS-2011-03-09-DSC9926
Pws-2011-01-19-dsc7475
Pws-2011-01-19-dsc7463
Pws-2011-01-19-dsc7473
Pws-2011-01-19-dsc7470
Pws-2011-01-19-dsc7471
Pws-2011-01-19-dsc7460
The M7.1 Darfield earthquake shook the town of Christchurch (New Zealand) in the early morning on Saturday 4th September 2010 and caused damage to a number of heritage unreinforced masonry buildings. No fatalities were reported directly linked to the earthquake, but the damage to important heritage buildings was the most extensive to have occurred since the 1931 Hawke‟s Bay earthquake. In general, the nature of damage was consistent with observations previously made on the seismic performance of unreinforced masonry buildings in large earthquakes, with aspects such as toppled chimneys and parapets, failure of gables and poorly secured face-loaded walls, and in-plane damage to masonry frames all being extensively documented. This report on the performance of the unreinforced masonry buildings in the 2010 Darfield earthquake provides details on typical building characteristics, a review of damage statistics obtained by interrogating the building assessment database that was compiled in association with post-earthquake building inspections, and a review of the characteristic failure modes that were observed.