A Design for a New Christchurch Cathedral

Images, UC QuakeStudies

A proposed design by John Raven for a new cathedral, tied to a cordon fence. Clarendon Tower can be seen in the background. The photographer comments, "Someone is asking for designs for a new Christchurch Cathedral after it was announced that the old historical building will not be repaired, to be put on the fences through which people can see the de-construction of the old one. This design looks a great one to me".

BeckerFraserPhotos October 2011 photograph 614

Images, UC QuakeStudies

Photograph captioned by BeckerFraserPhotos, "Aerial view of the centre of the city, with the cathedral in the centre, and the art gallery in the foreground".

BeckerFraserPhotos December 2011 photograph 0285

Images, UC QuakeStudies

An aerial photograph of the Christchurch Central City. The photograph has been captioned by BeckerFraserPhotos, "Central city blocks bounded by Colombo Street, Hereford Street, Cashel Street and High Streets".

BeckerFraserPhotos December 2011 photograph 0296

Images, UC QuakeStudies

An aerial photograph captioned by BeckerFraserPhotos, "A view looking north-west over the central city towards Hagley Park. Hereford Street can be seen in the foreground, as well as Worcester Street running towards the the Christ Church Cathedral. The empty site of the Press Building and Warners hotel can also be seen".

Testing of Reinforced Concrete Frames Extracted from a Building Damaged du…

Research papers, The University of Auckland Library

In the aftermath of the 2010-2011 Canterbury earthquakes in New Zealand, the residual capacity and reparability of damaged reinforced concrete (RC) structures was an issue pertinent to building owners, insurers, and structural engineers. Three precast RC moment-resisting frame specimens were extracted during the demolition of the Clarendon Tower in Christchurch after sustaining earthquake damage. These specimens were subjected to quasi-static cyclic testing as part of a research program to determine the reparability of the building. It was concluded that the precast RC frames were able to be repaired and retrofitted to an enhanced strength capacity with no observed reduction in displacement capacity, although the frames with “shear-ductile” detailing exhibited less displacement ductility capacity and energy dissipation capacity than the more conventionally detailed RC frames. Furthermore, the cyclic test results from the earthquake-damaged RC frames were used to verify the predicted inelastic demands applied to the specimens during the 2010-2011 Canterbury earthquakes. https://www.concrete.org/publications/acistructuraljournal.aspx