Damage to Dallington Discount Market on the corner of Gloucester Street and Woodham Road, the facade of which has collapsed during the 4 September 2010 earthquake. The building has been cordoned off with a safety fence.
A buried septic tank on Maling Street in Avonside. These tanks were installed in front of Avonside properties to allow residents to use their toilets after the 4 September 2010 earthquake.
Damage to Dallington Discount Market on the corner of Gloucester Street and Woodham Road, the facade of which has collapsed during the 4 September 2010 earthquake. The building has been cordoned off with a safety fence.
Introduction In 2011 Christchurch city centre was partially destroyed by an earthquake. Government-led anchor projects were tasked with bringing Christchurch back from rubble. After a period of 7 years out of 16 proposed projects, 10 are already over time for their initial completion dates and the ones completed, are under scrutiny for failing to deliver their expected outcome.
Following the 22 February 2011 Christchurch earthquake a comprehensive damage survey of the unreinforced masonry (URM) building stock of Christchurch city, New Zealand was undertaken. Because of the large number of aftershocks associated with both the 2011 Christchurch earthquake and the earlier 4 September 2010 Darfield earthquake, and the close proximity of their epicentres to Christchurch city, this earthquake sequence presented a unique opportunity to assess the performance of URM buildings and the various strengthening methods used in New Zealand to increase the performance of these buildings in earthquakes. Because of the extent of data that was collected, a decision was made to initially focus exclusively on the earthquake performance of URM buildings located in the central business district (CBD) of Christchurch city. The main objectives of the data collection exercise were to document building characteristics and any seismic strengthening methods encountered, and correlate these attributes with observed earthquake damage. In total 370 URM buildings in the CBD were surveyed. Of the surveyed buildings, 62% of all URM buildings had received some form of earthquake strengthening and there was clear evidence that installed earthquake strengthening techniques in general had led to reduced damage levels. The procedure used to collect and process information associated with earthquake damage, general analysis and interpretation of the available survey data for the 370 URM buildings, the performance of earthquake strengthening techniques, and the influence of earthquake strengthening levels on observed damage are reported within. http://15ibmac.com/home/
Unrestrained unreinforced clay brick masonry (URM) parapets are found atop a large number of vintage URM buildings. Parapets are typically non-structural cantilevered wall elements that form a fire barrier and in most cases form decorative and ornamental features of vintage URM buildings. Parapets are considered to be one of the most vulnerable elements that are prone to out-of-plane collapse when subjected to earthquake induced shaking. An in-depth analysis of the damage database collected following the 2010/2011 Canterbury earthquakes was performed to obtain information about the distribution, characteristics and observed performance of both the as-built and retrofitted parapets in the Christchurch region. Results, statistical interpretation and implications are presented herein. http://www.aees.org.au/downloads/conference-papers/2015-2/
The Canterbury earthquake series of 2010/2011 has turned the city of Christchurch into a full scale natural laboratory testing the structural and non-structural response of buildings under moderate to very severe earthquake shaking. The lessons learned from this, which have come at great cost socially and economically, are extremely valuable in increasing our understanding of whole building performance in severe earthquakes. Given current initiatives underway on both sides of the Tasman towards developing joint Australasian steel and composite steel/concrete design and construction standards that would span a very wide range of geological conditions and seismic zones, these lessons are relevant to both countries. This paper focusses on the performance of steel framed buildings in Christchurch city, with greatest emphasis on multi-storey buildings, but also covering single storey steel framed buildings and light steel framed housing. It addresses such issues as the magnitude and structural impact of the earthquake series, importance of good detailing, lack of observed column base hinging, the excellent performance of composite floors and it will briefly cover research underway to quantify some of these effects for use in design.
Toppled statue of polar explorer Robert Falcon Scott, Worcester Street near Oxford Terrace.
Colombo Street looking north towards Cathedral Square, taken from near the corner of Saint Asaph Street.
The Iconic Bar, near the corner of Manchester Street and Gloucester Street.
813 Colombo Street looking south-ish, near the corner of Peterborough Street.
PGC - Pyne Gould Corporation building; photo taken from the roof of the Warners Novotel, Cathedral Square.
YHA Christchurch City Central, 273 Manchester Street, between Armagh Street and Gloucester Street.
View of The Press building, taken from the roof of the Warners Novotel, Cathedral Square.
Colombo Street looking south towards the Port Hills, taken from near the corner of Saint Asaph Street.
Manchester Street looking north-ish, taken from the Gloucester Street intersection.
Montreal Street looking north, near the corner of Hereford Street, Christchurch.
A photograph of the photocopy template for the Christchurch City Council's green sticker. The sticker was used by the Civil Defence after the 2010 and 2011 earthquakes to indicate that a building had been inspected and that 'no structural or other safety hazards' were found.
A view over the Avon River to the Medway Street footbridge linking Avonside Drive and River Road. The bridge has been badly warped as a result of the 4 September 2010 earthquake.
An earthquake-damaged house on Acland Avenue in Avonside. Its chimneys have collapsed and have been weather proofed with tarpaulins. The overgrown garden suggests the house has been unoccupied since the 4 September 2010 earthquake.
An earthquake-damaged house on Acland Avenue in Avonside. Its chimneys have collapsed and have been weather proofed with tarpaulins. The overgrown garden suggests the house has been unoccupied since the 4 September 2010 earthquake.
A woman looking in though the window of an empty house on Avonside Drive. The overgrown lawn indicates that the house has been unoccupied for some time as a result of the 4 September 2010 earthquake.
Bare patches of ground at Sullivan Park in Avonside. The bare patches mark where liquefaction covered the grass after the 4 September 2010 earthquake. Damage to the footpath and road on Galbraith Avenue can also be seen.
A house on Avonside Drive with cracks in its foundations and the interior wall of its porch as a result of the 4 September 2010 earthquake. Cracks can also be seen in the asphalt of its driveway.
A large crack in the ground at Sullivan Park in Avonside which has resulted from the 4 September 2010 earthquake. Remnants of liquefaction silt can be seen around the edges of the crack.
A view of the Medway Street footbridge through a safety fence that is blocking access to it. The bridge links Avonside Drive and River Road. It was damaged in the 4 September 2010 earthquake.
A photograph captioned by BeckerFraserPhotos, "The clock tower of Science Alive, formerly the Christchurch Railway Station, on Moorhouse Road. The clock has stopped at 4.36 am on 4 September 2010 and has been left that way".
A large crack in the ground at Sullivan Park in Avonside which has resulted from the 4 September 2010 earthquake. Remnants of liquefaction silt can be seen around the edges of the crack.
A PDF copy of a community newspaper published on Tuesday 4 January 2011. The newspaper is a combined holiday edition which replaces the normal editions of the Selwyn Times and North Canterbury News community newspapers.
The sunken footpath around the base of a power pole on Bracken Street in Avonside. Dry silt from liquefaction can be seen mixed in with the gravel around it as a result of the 4 September 2010 earthquake.