Montreal Street and Armagh Street, Cranmer Square.
Saint Asaph Street between Madras & Manchester Streets
View of Cathedral Square, taken from the Warners Novotel.
Robert Jones Building - corner of Colombo & Armagh Street
Corin Dann reporting from the Christchurch Art Gallery/Civil Defence Headquarters for TVNZ.
Palmers Road, near the corner of Caithness Street, New Brighton, Christchurch.
Demolition (Deconstruction) of the partially pancaked multi story car park above the old Smith City building. Taken from the Moorhouse-Colombo Street flyover.
A photograph of the rebuilt Blackwell's Department Store on the corner of Williams Street and Raven Quay in Kaiapoi. The department store was rebuilt after the previous building was damaged in the 2010 and 2011 Canterbury earthquakes.
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.
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.
A sign attached to a power pole on Bracken Street in Avonside reading, "Low power lines". The footpath around it has cracked and sunk in places as a result of the 4 September 2010 earthquake.
Scaffolding erected around St Pauls Trinity-Pacific Presbyterian Church on the corner of Cashel and Madras Streets to enable repairs to be made to the building. The church was damaged in the 4 September 2010 earthquake.
Scaffolding erected around St Pauls Trinity-Pacific Presbyterian Church on the corner of Cashel and Madras Streets to enable repairs to be made to the building. The church was damaged in the 4 September 2010 earthquake.
Scaffolding erected around St Pauls Trinity-Pacific Presbyterian Church on the corner of Cashel and Madras Streets to enable repairs to be made to the building. The church was damaged in the 4 September 2010 earthquake.
A Port-a-loo on the side of Avonside Drive. It has been set up for use by residents without functioning sewers as a result of the 4 September 2010 earthquake.
A view across Madras Street to St Pauls Trinity-Pacific Presbyterian Church. Scaffolding has been constructed around the building to enable repairs to be made. The church was damaged in the 4 September 2010 earthquake.
Scaffolding erected around St Pauls Trinity-Pacific Presbyterian Church on the corner of Cashel and Madras Streets to enable repairs to be made to the building. The church was damaged in the 4 September 2010 earthquake.
A Port-a-loo on the side of Avonside Drive. It has been set up for use by residents without functioning sewers as a result of the 4 September 2010 earthquake.
A Port-a-loo on the side of Avonside Drive. It has been set up for use by residents without functioning sewers as a result of the 4 September 2010 earthquake.
A woman walking beside the Avon River on Avonside Drive. Across the river a Port-a-loo has been set up for residents without functioning sewers as a result of the 4 September 2010 earthquake.
A buried septic tank on Robson Avenue in Avonside. These tanks were installed in front of Avonside properties to allow residents to use their toilets after the 4 September 2010 earthquake.
A view across the Avon River from Avonside Drive to a Port-a-loo that has been set up for residents without functioning sewers as a result of 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.
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 the Community News community newspaper, published on Sunday 2 January 2011. Community News is a combined holiday edition which replaces the normal editions of The Observer, News Advertiser, Pegasus Post, Western News and Shore View.
A view down Galbraith Avenue in Avonside. The footpath and road have been cracked by the 4 September 2010 earthquake. Small deposits of dry liquefaction silt can be seen on patches of the road.
A view down Bracken Street in Avonside. A power pole has been propped up by a concrete block because the asphalt around it has sunk as a result of the 4 September 2010 earthquake.
A sign attached to a power pole on Avonside Drive reading, "Low power lines". The footpath around it has cracked and sunk in places as a result of the 4 September 2010 earthquake.