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Images, UC QuakeStudies

A photograph taken from the top of the BNZ building. The photograph is captioned by BeckerFraserPhotos, "From left to right are the Brannigans building (under demolition), former Government Life Building, Farmers building, MFL building (under demolition), Forsyth Barr building (staying) , PricewaterhouseCoopers building (going) and the roof of the cathedral in the foreground".

Images, UC QuakeStudies

Photograph captioned by BeckerFraserPhotos, "PriceWaterhouseCoopers Building (under demolition, lower centre), Clarendon Tower (under demolition upper centre), New Regent Street (lower left) and New Press building at the left end of New Regent Street".

Images, UC QuakeStudies

A photograph taken from the top of the BNZ building. The photograph is captioned by BeckerFraserPhotos, "Clarendon Towers, Rydges Hotel, Grant Thornton, Brannigans Building (under demolition), former Government Life Building and Farmers are the high buildings dominating the view in this picture".

Images, UC QuakeStudies

A brick building supported by shipping containers on Colombo Street. The side wall of the building has been revealed by the demolition of the adjoining building. Security fences have been placed around the building to restrict access.

Research papers, University of Canterbury Library

This paper describes the pounding damage sustained by buildings in the February 2011 Christchurch earthquake. Approximately 6% of buildings in Christchurch CBD were observed to have suffered some form of serious pounding damage. Typical and exceptional examples of building pounding damage are presented and discussed. Almost all building pounding damage occurred in unreinforced masonry buildings, highlighting their vulnerability to this phenomenon. Modern buildings were found to be vulnerable to pounding damage where overly stiff and strong ‘flashing’ components were installed in existing building separations. Soil variability is identified as a key aspect that amplifies the relative movement of buildings, and hence increases the likelihood of pounding damage. Building pounding damage is compared to the predicted critical pounding weaknesses that have been identified in previous analytical research.

Research papers, University of Canterbury Library

This paper describes the pounding damage sustained by buildings in the February 2011 Christchurch earthquake. Approximately 6% of buildings in Christchurch CBD were observed to have suffered some form of serious pounding damage. Typical and exceptional examples of building pounding damage are presented and discussed. Almost all building pounding damage occurred in unreinforced masonry buildings, highlighting their vulnerability to this phenomenon. Modern buildings were found to be vulnerable to pounding damage where overly stiff and strong ‘flashing’ components were installed in existing building separations. Soil variability is identified as a key aspect that amplifies the relative movement of buildings, and hence increases the likelihood of pounding damage. Building pounding damage is compared to the predicted critical pounding weaknesses that have been identified in previous analytical research.

Images, eqnz.chch.2010

Damaged by fire on Friday 7 December. See Press article Suspicions over building fires. Monday 10 December 2012. File reference: CCL-2012-12-10-IMG_1102 From the collection of Christchurch City Libraries.

Images, eqnz.chch.2010

Damaged by fire on Friday 7 December. See Press article Suspicions over building fires. Monday 10 December 2012. File reference: CCL-2012-12-10-IMG_1105 From the collection of Christchurch City Libraries.