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BeckerFraserPhotos September 2010 photograph 033

Images, UC QuakeStudies

Fencing in Poplar Lane cuts one side off from the other, but a City Council sign reads "Businesses open as usual during construction", indicating the stores and bars are still open.

Julia Holden's 2013 Photographs 051

Images, UC QuakeStudies

A photograph looking west down Tuam Street. C1 Espresso can be seen on the right. On the left, construction hoarding and scaffolding surrounds the badly-damaged McKenzie & Willis building.

BeckerFraserPhotos June 2012 photograph 579

Photograph captioned by BeckerFraserPhotos, "The BNZ building on Armagh Street with the PWC building under construction and Copthorne Hotel being demolished behind. The Forsyth Barr building can also be seen".

BeckerFraserPhotos April 2012 photograph 203

Images, UC QuakeStudies

Piles of rubble along Kilmore Street. A digger can be seen in the background as well as a construction worker in a hard hat and high-visibility vest. The rubble has been separated into different piles.

BeckerFraserPhotos May 2013 photograph 053

Images, UC QuakeStudies

A empty site in Bexley where a house once stood. The foundations for the house can still be seen. A sign reading, 'Danger construction site' hangs on the security fence that surrounds the area.

BeckerFraserPhotos March 2012 photograph 290

Images, UC QuakeStudies

Photograph captioned by BeckerFraserPhotos, "The new Westende Jewellers building on the corner of Manchester and Worcester Streets. The former building collapsed in the 4 September 2010 earthquake".

Photograph by Neil Macbeth 191

Images, UC QuakeStudies

Urban Search and Rescue personnel escorting construction workers over a bridge on Colombo Street in the aftermath of the 22 February 2011 earthquake. The road and footpath have been severely warped by the earthquake.

Photograph by Neil Macbeth 192

Images, UC QuakeStudies

Urban Search and Rescue personnel escorting construction workers over a bridge on Colombo Street in the aftermath of the 22 February 2011 earthquake. The road and footpath have been severely warped by the earthquake.

Paul and Sam Corliss's Street Art Photograph (2015:03:28 13:22:49)

Images, UC QuakeStudies

A photograph of a mural on a wall in the former site of a building on Norwich Quay in Lyttelton. Sections of reinforcing steel have been laid up against the mural.

The regional consequence of a disaster: Assessing employment transition du…

Research papers, Lincoln University

Orientation: Large-scale events such as disasters, wars and pandemics disrupt the economy by diverging resource allocation, which could alter employment growth within the economy during recovery. Research purpose: The literature on the disaster–economic nexus predominantly considers the aggregate performance of the economy, including the stimulus injection. This research assesses the employment transition following a disaster by removing this stimulus injection and evaluating the economy’s performance during recovery. Motivation for the study: The underlying economy’s performance without the stimulus’ benefit remains primarily unanswered. A single disaster event is used to assess the employment transition to guide future stimulus response for disasters. Research approach/design and method: Canterbury, New Zealand, was affected by a series of earthquakes in 2010–2011 and is used as a single case study. Applying the historical construction–economic relationship, a counterfactual level of economic activity is quantified and compared with official results. Using an input–output model to remove the economy-wide impact from the elevated activity reveals the performance of the underlying economy and employment transition during recovery. Main findings: The results indicate a return to a demand-driven level of building activity 10 years after the disaster. Employment transition is characterised by two distinct periods. The first 5 years are stimulus-driven, while the 5 years that follow are demand-driven from the underlying economy. After the initial period of elevated building activity, construction repositioned to its long-term level near 5% of value add. Practical/managerial implications: The level of building activity could be used to confidently assess the performance of regional economies following a destructive disaster. The study results argue for an incentive to redevelop the affected area as quickly as possible to mitigate the negative effect of the destruction and provide a stimulus for the economy. Contribution/value-add: This study contributes to a growing stream of regional disaster economics research that assesses the economic effect using a single case study.

BeckerFraserPhotos March 2011 photograph 041

Images, UC QuakeStudies

Construction workers examining the damaged top of the facade of the Lyttelton Coffee Company building on London Street in the basket from a crane. In the foreground, a pile of scrapped corrugated iron can be seen.

BeckerFraserPhotos March 2011 photograph 040

Images, UC QuakeStudies

Construction workers examining the damaged top of the facade of the Lyttelton Coffee Company building on London Street in the basket from a crane. In the foreground, a pile of scrapped corrugated iron can be seen.

Photograph by Neil Macbeth 291

Images, UC QuakeStudies

A construction worker using a saw to cut through a metal beam from the ruins of the Canterbury Television Building. Smoke is billowing from the ruins, which were still partly on fire when the photograph was taken.

BeckerFraserPhotos March 2011 photograph 121

Images, UC QuakeStudies

The Windsor Hotel, on the corner of Montreal Street and Armagh Street. The building was red-stickered after the September 2010 earthquake and demolished after the February 2011 earthquake. Beside the hotel, construction has begun on a modern, tilt-slab building.

Utilities Management Plan

Articles, UC QuakeStudies

A plan which describes how SCIRT will manage the coordination of utility authority liaison and utility relocation or protection during the design and construction phases of the rebuild schedule. The first version of this plan was produced on 15 November 2011.

Observed performance of residential masonry veneer construction in the 201…

Research papers, The University of Auckland Library

Following the 2010/2011 Canterbury, New Zealand earthquakes, a detailed door-to-door survey was conducted in the Christchurch region to establish the earthquake performance of lightweight timber-framed residential dwellings with a masonry veneer external cladding system. The post-earthquake survey involved documenting the condition of dwellings in areas that had experienced different levels of earthquake shaking, allowing comparison between the performance of different veneer systems and different shaking intensities. In total, just fewer than 1,100 residential dwellings were inspected throughout the wider Christchurch area. The survey included parameters such as level of veneer damage, type of veneer damage, observed crack widths, and level of repair required. It is concluded that based on observed earthquake performance at the shaking intensities matching or exceeding ultimate limit state loading, the post-1996 veneer fixing details performed satisfactorily and continued use of the detail is recommended without further modification. AM - Accepted Manuscript

Observed performance of residential masonry veneer construction in the 201…

Research papers, The University of Auckland Library

Following the 2010/2011 Canterbury earthquakes a detailed campaign of door to door assessments was conducted in a variety of areas of Christchurch to establish the earthquake performance of residential dwellings having masonry veneer as an external cladding attached to a lightweight timber framing system. Specifically, care was taken to include regions of Christchurch which experienced different levels of earthquake shaking in order to allow comparison between the performance of different systems and different shaking intensities. At the time of the inspections the buildings in the Christchurch region had been repeatedly subjected to large earthquakes, presenting an opportunity for insight into the seismic performance of masonry veneer cladding. In total just under 1100 residential dwellings were inspected throughout the wider Christchurch area, of which 24% were constructed using the older nail-on veneer tie system (prior to 1996) and 76% were constructed using screw fixed ties to comply with the new 1996 standards revision (post-1996), with 30% of all inspected houses being of two storey construction. Of the inspected dwellings 27% had some evidence of liquefaction, ground settlement or lateral spreading. Data such as damage level, damage type, crack widths, level of repair required and other parameters were collected during the survey. A description of the data collection processes and a snapshot of the analysis results are presented within. http://15ibmac.com/home/

BeckerFraserPhotos March 2011 photograph 046

Images, UC QuakeStudies

Construction materials outside a house on Canterbury Street in Lyttelton. The house is being demolished after the 22 February 2011 earthquake. Wire fencing and road cones cordon off the area, and a bulldozer and a digger are parked on the road.

Emergency Response Plan

Articles, UC QuakeStudies

A plan which outlines the function, roles and responsibilities of SCIRT during an emergency event affecting SCIRT construction works. The first version of this plan was produced on 30 April 2012. Note that personal details of key personnel have been removed from this document.

BeckerFraserPhotos February 2012 photograph 0299

Images, UC QuakeStudies

A photograph of the south side of the building at 112 Manchester Street. A contemporary billboard for Fortis Construction reads, "Let's build our new city together - kia kaha". It partly obscures an old painted sign for Polson's Decorators and Signwriters, which reads "Protect your investment. Paint your property regularly - and save money".

The Star 13 July 2012

Articles, UC QuakeStudies

A PDF copy of The Star newspaper, published on Friday 13 July 2012.

Support for the Inevitable: A Rapid Relief Architecture for Primary Schools

Research papers, Victoria University of Wellington

A natural disaster will inevitably strike New Zealand in the coming years, damaging educational facilities. Delays in building quality replacement facilities will lead to short-term disruption of education, risking long-term inequalities for the affected students. The Christchurch earthquake demonstrated the issues arising from a lack of school planning and support. This research proposes a system that can effectively provide rapid, prefabricated, primary schools in post-disaster environments. The aim is to continue education for children in the short term, while using construction that is suitable until the total replacement of the given school is completed. The expandable prefabricated architecture meets the strength, time, and transport requirements to deliver a robust, rapid relief temporary construction. It is also adaptable to any area within New Zealand. This design solution supports personal well-being and mitigates the risk of educational gaps, PTSD linked with anxiety and depression, and many other mental health disorders that can impact students and teachers after a natural disaster.

Men up High

Images, eqnz.chch.2010

On a walk around the neighbourhood, December 3, 2013, Christchurch New Zealand. www.stuff.co.nz/the-press/christchurch-life/avenues/featu...

Well Under Way

Images, eqnz.chch.2010

Knox Church earthquake repair/rebuild on a walk around Christchurch December 11, 2013 New Zealand. www.stuff.co.nz/the-press/news/christchurch-earthquake-20... All about our ear...