Page 2 of Section A of the Christchurch Press, published on Thursday 16 August 2012.
Page 6 of Section A of the Christchurch Press, published on Tuesday 14 August 2012.
Page 3 of Section A of the Christchurch Press, published on Thursday 2 August 2012.
Page 9 of Section A of the Christchurch Press, published on Wednesday 22 February 2012.
Page 11 of Section A of the Christchurch Press, published on Monday 28 February 2011.
Page 1 of Section A of the Christchurch Press, published on Tuesday 25 February 2014.
Page 1 of Section C of the Christchurch Press, published on Saturday 1 March 2014.
Page 2 of Section A of the Christchurch Press, published on Wednesday 12 March 2014.
Page 4 of Section A of the Christchurch Press, published on Wednesday 18 July 2012.
Page 2 of Section A of the Christchurch Press, published on Friday 3 August 2012.
Page 7 of Section A of the Christchurch Press, published on Wednesday 8 August 2012.
Page 4 of Section A of the Christchurch Press, published on Tuesday 30 October 2012.
Purpose - The purpose of this paper is to identify through the application of Actor Network Theory (ANT) the issues and impediments to the implementation of mandatory seismic retrofitting policies proposed by the New Zealand Government. In particular the tension between the heritage protection objectives contained in the Resource Management Act 1991 and the earthquake mitigation measures contained in the Building Act 2004 are examined. Design/methodology/approach - The paper uses a case study approach based on the Harcourts Building in Wellington New Zealand and the case law relating to attempts to demolish this particular building. Use is made of ANT as a 'lens' to identify and study the controversies around mandatory seismic retrofitting of heritage buildings. The concept of translation is used to draw network diagrams.
Designing a structure for higher- than-code seismic performance can result in significant economic and environmental benefits. This higher performance can be achieved using the principles of Performance-Based Design, in which engineers design structures to minimize the probabilistic lifecycle seismic impacts on a building. Although the concept of Performance-Based Design is not particularly new, the initial capital costs associated with designing structures for higher performance have historically hindered the widespread adoption of performance-based design practices. To overcome this roadblock, this research is focused on providing policy makers and stakeholders with evidence-based environmental incentives for designing structures in New Zealand for higher seismic performance. In the first phase of the research, the environmental impacts of demolitions in Christchurch following the Canterbury Earthquakes were quantified to demonstrate the environmental consequences of demolitions following seismic events. That is the focus here. A building data set consisting of 142 concrete buildings that were demolished following the earthquake was used to quantify the environmental impacts of the demolitions in terms of the embodied carbon and energy in the building materials. A reduced set of buildings was used to develop a material takeoff model to estimate material quantities in the entire building set, and a lifecycle assessment tool was used to calculate the embodied carbon and energy in the materials. The results revealed staggering impacts in terms of the embodied carbon and energy in the materials in the demolished buildings. Ongoing work is focused developing an environmental impact framework that incorporates all the complex factors (e.g. construction methodologies, repair methodologies (if applicable), demolition methodologies (if applicable), and waste management) that contribute to the environmental impacts of building repair and demolition following earthquakes.
Photograph captioned by BeckerFraserPhotos, "The new Press building on Gloucester Street at dusk. The central city red zone now has office workers and lights on".
Members of the New Zealand and Chinese Urban Search and Rescue (USAR) teams clearing rubble on the site of the CTV Building.
An aerial view of Christchurch a week after the 22 February 2011 earthquake. The PGC Building on Cambridge Terrace can be seen.
A truck fire fighter from the Christchurch City Council Rural Fire Authority spraying water on the road next to the CTV Building.
An aerial view of Christchurch a week after the 22 February 2011 earthquake. The PGC Building on Cambridge Terrace can be seen.
Aerial image of the CTV Building site on Madras Street, taken by the Royal New Zealand Air Force for the Earthquake Commission.
A member of the Chinese Urban Search and Rescue teamwatching as a digger clears rubble on the site of the CTV Building.
A rescue worker carries the dead body of a woman out of the crumbled remains of a building. Nearby is a copy of the 'Building Code'. Context - there are questions being asked about whether some of the buildings that collapsed too readily in the Christchurch earthquake of 22 February 2011 had been subject to stringent enough building code regulations. The Department of Building and Housing said the vertical shaking in the central business district was both extreme and unusual and early indications suggest it was much more violent than designed for in the building code standards which are based on the kind of shaking expected to happen every 500 years. Quantity: 1 digital cartoon(s).
A chimpanzee paints with a palette of colours. Context: After the earthquakes in Christchurch buildings and areas were designated green, blue, red or white depending on the degree of damage. Buildings in the 'red' zone were then examined to ascertain whether they should be demolished or restored and sometimes the land itself was deemed unsafe. There have been many controversial decisions made which is the point the cartoon makes. Quantity: 1 digital cartoon(s).
A photograph of the site of the demolished buildings at 245-251 Ferry Road.
A photograph of the earthquake damage to the Fuller Brothers Building on Tuam Street.
A photograph of the earthquake damage to the Fuller Brothers Building on Tuam Street.
A photograph of the earthquake damage to the Fuller Brothers Building on Tuam Street.
A photograph of the earthquake damage to the Fuller Brothers Building on Tuam Street.
A photograph of the earthquake damage to the former Post Office building in Lyttelton.
A photograph of the earthquake damage to the factory building at 5 Olliviers Street.