
Pws-2010-12-06-dsc05372
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A colour photograph of 158-160 Manchester Street, taken during the demolition of the Manchester Courts.
Manchester Court in Manchester Street, partially demolished.
The demolition of Manchester Courts on Manchester Street. A crane is holding a platform above the building. A cordon made of shipping containers, fencing and a "Road closed" sign can be seen.
Photograph captioned by BeckerFraserPhotos, "The site of Manchester Courts, 158-160 Manchester Street".
An excavator demolishing the historic Manchester Courts on the corner of Hereford and Manchester Streets.
Manchester Courts on the corner of Manchester and Hereford Streets. While the building looks mostly fine from the outside, it is unsafe to enter. "Danger, no entry" has been spray-painted on the front window.
A view from the corner of Manchester Street and Hereford Street to an excavator demolishing the historic Manchester Courts.
The demolition of Manchester Courts on Manchester Street. The area in front of the building has been cordoned off with a crane sitting inside. A quarter of the building has already been pulled down. Shipping containers are lining the street to the right.
A view across Hereford Street to an excavator demolishing the historic Manchester Courts.
Photograph captioned by BeckerFraserPhotos, "Fleet House is between the demolition sites of Kenton Chambers and Manchester Courts. It is being set up for demolition now - with material being stripped out of it and fill laid upon the footpath".
The Manchester Courts building was a heritage building located in central Christchurch (New Zealand) that was damaged in the Mw 7.1 Darfield earthquake on 4 September 2010 and subsequently demolished as a risk reduction exercise. Because the building was heritage listed, the decision to demolish the building resulted in strong objections from heritage supporters who were of the opinion that the building had sufficient residual strength to survive possible aftershock earthquakes. On 22 February 2011 Christchurch was struck by a severe aftershock, leading to the question of whether building demolition had proven to be the correct risk reduction strategy. Finite element analysis was used to undertake a performance-based assessment, validating the accuracy of the model using the damage observed in the building before its collapse. In addition, soil-structure interaction was introduced into the research due to the comparatively low shear wave velocity of the soil. The demolition of a landmark heritage building was a tragedy that Christchurch will never recover from, but the decision was made considering safety, societal, economic and psychological aspects in order to protect the city and its citizens. The analytical results suggest that the Manchester Courts building would have collapsed during the 2011 Christchurch earthquake, and that the collapse of the building would have resulted in significant fatalities.