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Images for Canterbury; more images...

Images, UC QuakeStudies

An image from a Navy Today April 2011 article titled, "Feeding the Multitudes". The image is of CPOCH Perrin Newland head chief of the HMNZS Canterbury which moored in Lyttelton after the 22 February 2011 earthquake, supplying meals to the Lyttelton community.

Images, UC QuakeStudies

A view down Armagh Street where a cordon checkpoint has been set up and guarded by the Army. On the road side are rubbish bins and road cones to divert the traffic. Part of the Canterbury Provincial Council Buildings can be seen.

Images, UC QuakeStudies

University of Canterbury students outside one of the tents used while lecture theatres were closed for structural testing. The photographer comments, "The University restarts its teaching, and the techies in e-learning move out of NZi3. Students leave a lecture tent".

Images, UC QuakeStudies

A photograph of the earthquake damage to the Canterbury Provincial Chambers on Durham Street. The top of the chamber has crumbled, and the masonry has fallen onto the footpath. Scaffolding which was erected after the 4 September 2010 earthquake has also fallen.

Images, UC QuakeStudies

A photograph of the earthquake damage to the Canterbury Provincial Chambers on Durham Street. The top of the chamber has crumbled, and the masonry has fallen onto the footpath. Scaffolding which was erected after the 4 September 2010 earthquake has also fallen.

Images, UC QuakeStudies

Members of the University of Canterbury's E-Learning team meet at a staff member's home on Wairakei Road. The photographer comments, "E-Learning and Library staff plan for a return to UC. L-R Heather Jenks, Alison McIntyre, Susan Tull, Jess Hollis".

Research papers, University of Canterbury Library

The 4th of September 2010 Mw 7.1 Darfield (Canterbury) earthquake had generated significant ground shaking within the Christchurch Central Business District (CBD). Despite the apparently significant shaking, the observed structural damage for pre-1970s reinforced concrete (RC) buildings was indeed limited and lower than what was expected for such typology of buildings. This paper explores analytically and qualitatively the different aspects of the "apparent‟ good seismic performance of the pre-1970s RC buildings in the Christchurch CBD, following the earthquake reconnaissance survey by the authors. Damage and building parameters survey result, based on a previously established inventory of building stock of these non-ductile RC buildings, is briefly reported. From an inventory of 75 buildings, one building was selected as a numerical case-study to correlate the observed damage with the non-linear analyses. The result shows that the pre-1970s RC frame buildings performed as expected given the intensity of the ground motion shaking during the Canterbury earthquake. Given the brittle nature of this type of structure, it was demonstrated that more significant structural damage and higher probability of collapse could occur when the buildings were subjected to alternative input signals with different frequency content and duration characteristics and still compatible to the seismicity hazard for Christchurch CBD.