A PDF copy of a poster promoting Hidden Strengths quiz. The poster includes a photograph of balloons that read, "Find your hidden strengths".
A variety of bicycles are chained to the wire fence that encloses the site of Gap Filler's "Film in the Gap!" project in Beckenham.
A view down Robson Avenue in Avonside showing damage to the road surface and the footpath that has resulted from the 4 September 2010 earthquake.
The entrance way of the Lyttelton Convent (now privately owned) on Exeter Street, all that is left of this beautiful brick building. A pile of rubble can be seen through the doorway.
Photograph captioned by BeckerFraserPhotos, "The traffic is so bad down St Asaph Street that someone has put up a sign to warn others".
A retaining wall supports a bank on London Street in Lyttelton. The original stone wall that supported the foundation of the house has been removed.
An authority granted by the New Zealand Historic Places Trust, providing the authority to carry out earthquake repair work that may affect archaeological sites within the Lyttelton area.
Scaffolding inside the Durham Street Methodist Church that has been constructed to allow workers to remove the church's historic and valuable organ.
A photograph of workers spraying down a building that is being demolished. The photograph is captioned by BeckerFraserPhotos, "753-757 Colombo Street".
A footpath on Robson Avenue in Avonside that has been damaged in the 4 September 2010 earthquake. The kerb has broken off and been removed.
Damage to the Kenton Chambers building. Diagonal cracking between the windows shows that the building has suffered major structural damage.
A promotional brochure explaining the Forward Works Viewer and that the tool was a key to cost-effective and efficient project delivery in Christchurch.
Windows of the Durham Street Methodist Church that have been braced and weather proofed with timber. The plaster around them is badly cracked.
A plan which outlines how to manage the environmental impacts that result from SCIRT works. The first version of this plan was produced on 20 July 2011.
Prior to the devastating 2010 and 2011 earthquakes, parts of the CBD of Christchurch, New Zealand were undergoing revitalisation incorporating aspects of adaptive reuse and gentrification. Such areas were often characterised by a variety of bars, restaurants, and retail outlets of an “alternative” or “bohemian” style. These early 20th century buildings also exhibited relatively low rents and a somewhat chaotic and loosely planned property development approach by small scale developers. Almost all of these buildings were demolished following the earthquakes and a cordon placed around the CBD for several years. A paper presented at the ERES conference in 2013 presented preliminary results, from observation of post-earthquake public meetings and interviews with displaced CBD retailers. This paper highlighted a strongly held fear that the rebuild of the central city, then about to begin, would result in a very different style and cost structure from that which previously existed. As a result, permanent exclusion from the CBD of the types of businesses that previously characterised the successfully revitalised areas would occur. Five years further on, new CBD retail and office buildings have been constructed, but large areas of land between them remain vacant and the new buildings completed are often having difficulty attracting tenants. This paper reports on the further development of this long-term Christchurch case study and examines if the earlier predictions of the displaced retailers are coming true, in that a new CBD that largely mimics a suburban mall in style and tenancy mix, inherently loses some of its competitive advantage?
It is well known that buildings constructed using unreinforced masonry (URM) are susceptible to damage from earthquake induced lateral forces that may result in partial or full building collapse. The 2010/2011 Canterbury earthquakes are the most recent New Zealand example of destructive earthquakes, which have drawn people's attention to the inherent seismic weaknesses of URM buildings and anchored masonry veneer systems in New Zealand. A brief review of the data collected following the 2010 Darfield earthquake and more comprehensive documentation of data that was collected following the 2011 Christchurch earthquake is presented, along with the findings from subsequent data interrogation. Large stocks of earthquake prone vintage URM buildings that remain in New Zealand and in other seismically active parts of the world result in the need for minimally invasive and cost effective seismic retrofit techniques. The principal objective of the doctoral research reported herein was to investigate the applicability of near surface mounted (NSM) carbon fibre reinforced polymer (CFRP) strips as a seismic improvement technique. A comprehensive experimental program consisting of 53 pull tests is presented and is used to assess the accuracy of existing FRP-to-masonry bond models, with a modified model being proposed. The strength characteristics of vintage clay brick URM wall panels from two existing URM buildings was established and used as a benchmark when manufacturing replica clay brick test assemblages. The applicability of using NSM CFRP strips as a retrofitting technique for improving the shear strength and the ductility capacity of multi-leaf URM walls constructed using solid clay brick masonry is investigated by varying CFRP reinforcement ratios. Lastly, an experimental program was undertaken to validate the proposed design methodology for improving the strength capacity of URM walls. The program involved testing full-scale walls in a laboratory setting and testing full-scale walls in-situ in existing vintage URM buildings. Experimental test results illustrated that the NSM CFRP technique is an effective method to seismically strengthen URM buildings.
Roadworks in progress on the corner of Maffeys and McCormacks Bay Roads. A digger works on a road that is being supported by a retaining wall.
A photograph of a crack in a bank next to a motorway in Christchurch. A tape measure in the crack indicates that it is four feet deep.
A photograph of a crack in a bank next to a motorway in Christchurch. A tape measure in the crack indicates that it is over five feet deep.
A photograph of a crack in a bank next to a motorway in Christchurch. A tape measure in the crack indicates that it is four feet deep.
A photograph of a crack in a bank next to a motorway in Christchurch. A tape measure in the crack indicates that it is four feet deep.
Photograph captioned by BeckerFraserPhotos, "Now that the grass has been mown in Victoria Square, this view is almost the way we remember it".
A photograph captioned by BeckerFraserPhotos, "The Hotel Grand Chancellor, demolished to a level that it no longer dominates the skyline".
A photograph of a sign attached to a fence in the central city. The sign indicates that visitors must adhere to a list of safety checks and regulations before entering the site.
The brick wall of a building in Redcliffs that has cracked and fallen away in some places. Sections of the wall have buckled out from the building's structure.
Two phone booths on Norwich Quay in Lyttelton which have been wrapped in tape that reads, 'Danger keep out' due to their proximity to the damaged building behind them.
A photograph submitted by Tim Kerr to the QuakeStories website. The description reads, "Line flushing and CCTV inspection of sewers and storm water drains. An endless task that had to be done".
A photograph submitted by Tim Kerr to the QuakeStories website. The description reads, "I had assured Lois that we would be safe from falling chimneys about 3 weeks before the September Quake..".
Colour close up photograph of windows and balconies on the Crowne Plaza; it can be seen that they are no longer perfectly aligned.
Caption reads: "People brought food to the area and we were grateful. It was a disaster but we were coping. Our house was broken but that didn’t mean we had to be."