Financial markets have backtracked on expectations of an interest rate cut by the Reserve Bank in the wake of the Christchurch earthquake. Economics correspondent, Nigel Stirling, reports.
The Canterbury District Health Board is to double the amount it spends on out-sourcing services to 20 million dollars a financial year following the Christchurch earthquakes.
Site of a fund that exists to provide financial assistance to owners of earthquake damaged qualifying heritage buildings so that the buildings can be saved if they are repairable.
Gold Award recipient Anthony Rohan, from Invercargill, Student Volunteer Army financial management. Pictured here with Vice-Chancellor Dr Rod Carr, Prime Minister John Key and Minister for Canterbury Earthquake Recovery Gerry Brownlee.
An entry from Ruth Gardner's blog for 14 July 2013 entitled, "Memories of McLean's Mansion".
Former editor of the Financial Times, and more recently was director general of the Confederation of British Industry, Sir Richard is New Zealand looking at earthquake recovery in Christchurch and to speak about climate change in a business context.
Video of Audrey Dragovich's earthquake story, captured by the UC QuakeBox project.
Transcript of Audrey Dragovich's earthquake story, captured by the UC QuakeBox project.
A copy of the CanCERN online newsletter published on 9 March 2012
Photograph captioned by Fairfax, "MP Amy Adam, left, chief financial officer, Kathy Meads, Lyttelton Port CEO, Peter Davie, and transport minister, Steven Joyce, right, with earthquake damage to Cashin Quay".
A seismic financial risk analysis of typical New Zealand reinforced concrete buildings constructed with topped precast concrete hollow-core units is performed on the basis of experimental research undertaken at the University of Canterbury over the last five years. An extensive study that examines seismic demands on a variety of multi-storey RC buildings is described and supplemented by the experimental results to determine the inter-storey drift capacities of the buildings. Results of a full-scale precast concrete super-assemblage constructed and tested in the laboratory in two stages are used. The first stage investigates existing construction and demonstrates major shortcomings in construction practice that would lead to very poor seismic performance. The second stage examines the performance of the details provided by Amendment No. 3 to the New Zealand Concrete Design Code NZS 3101:1995. This paper uses a probabilistic financial risk assessment framework to estimate the expected annual loss (EAL) from previously developed fragility curves of RC buildings with precast hollow core floors connected to the frames according to the pre-2004 standard and the two connection details recommended in the 2004 amendment. Risks posed by different levels of damage and by earthquakes of different frequencies are examined. The structural performance and financial implications of the three different connection details are compared. The study shows that the improved connection details recommended in the 2004 amendment give a significant economic payback in terms of drastically reduced financial risk, which is also representative of smaller maintenance cost and cheaper insurance premiums.
Provides a map, the geological background, describes the effects, both in Christchurch and its surrounding areas, the damage to notable buildings, the financial exposure, the emergency response and relief efforts and the media coverage of the earthquake.
A story submitted by Scott Thomas to the QuakeStories website.
Provides a map, the geological background, describes the effects, both in Christchurch and its surrounding areas, the damage to notable buildings, the financial exposure, the emergency response and relief efforts and the media coverage of the earthquake.
Photograph captioned by Fairfax, "Lyttelton Port CEO, Peter Davie, right, explains the earthquake damage to transport minister, Steven Joyce, and MP Amy Adams, centre, at Gladstone Pier. Left is company chief financial officer, Kathy Meads".
With the occurrence of natural disasters on the increase, major cities around the world face the potential of complete loss of infrastructure due to design guidelines that do not consider resilience in the design. With the February 22nd, 2011 earthquake in Christchurch, being the largest insured event, lessons learnt from the rebuild will be vital for the preparation of future disasters. Therefore the objective of this research is to understand the financial implications of the changes to the waste water design guidelines used throughout the five year rebuild programme of works. The research includes a study of the SCIRT alliance model selected for the delivery that is flexible enough to handle changes in the design with minimal impact on the direct cost of the rebuild works. The study further includes the analysis and compares the impact of the three different guidelines on maintenance and replacement cost over the waste water pipe asset life. The research concludes that with the varying ground conditions in Christchurch and also the wide variety of materials in use in the waste water network up to the start of the CES, the rebuild was not a ‘one size fits all’ approach.
A video of a press conference with Christchurch Mayor Lianne Dalziel and Raf Manji, Chair of the Christchurch City Council Finance Committee, about the KordaMentha report. KordaMentha is an independent auditing firm which specialises in insolvencies and corporate recovery. The report analysed the Christchurch City Council's three year budgeting plan and the financial strategies that lay behind it. Much of this budget dealt with the challenges in Christchurch caused by the 2010 and 2011 earthquakes. Dalziel talks about the cost of mending Christchurch's infrastructure, the Council's insurance settlement, and the need to address the findings in the report. Manji talks about the Council's financial options following the report.
A paper written by Paul S Botha and Eric Scheepbouwer for the Transportation Research Record: Journal of the Transportation Research Board, No. 2504, Transportation Research Board, Washington, D.C., 2015, pp. 66-72.
A new report says the financial cost of a major earthquake in Wellington would be much bigger than the Canterbury quakes. Opposition parties attack the asset sales plan after Bill English's "it's just a guess" comment and cuts to jobs, services, and profits, hard times at Qantas.
An entry from Deb Robertson's blog for 7 May 2013 entitled, "My Thoughts on the Rebuild of Christchurch".
New Zealanders are paying too much for house and contents insurance, according to a new survey. Consumer NZ's price comparison survey shows climate and natural hazard risk is being factored in, and is more expensive than ever. Quotes for a large house differed by more than $3,000 across Auckland, Hamilton, Wellington, Christchurch, and Dunedin, and there's a more than $2,000 difference between the cheapest and most expensive policies on offer for a standard-sized house. If you live somewhere with a higher chance of earthquakes - such as Wellington or Christchurch - you'll be charged more for insurance. The cost of house and contents insurance has risen by 5.6% this year, over the past ten years it's gone up 150%. Kathryn is joined by Consumer NZ's Gemma Rasmussen and Katrina Shanks Chief Executive of Financial Advice New Zealand, which represents independent and professional financial advisors.
Opposition leader Simon Bridges is accusing the government of a spending blowout. He says the government plans to increase borrowing by $17 billion over the next four years. Mr Bridges tells Gyles Beckford the total is about what National had to borrow to steer the country through the Global Financial Crisis and the Canterbury earthquakes.
One portrait colour digital photograph taken on 6 September 2010 showing earthquake damage to the red brick building of the Christchurch Chinese Methodist Church, 165 Papanui Road. The Christchurch Chinese Methodist Church on Papanui Road sustained severe damage during the 4 September 2010 earthquake. The church still stands although financial ...
'Cappuccino dreams'. Christchurch mayoral candidates Jim Anderton and incumbent mayor Bob Parker tell constituents that they will get respectively more transparency in 'financial dealings' and in 't-shirts'. As the earthquake strikes they continue their electioneering until they are told to 'clear orf' because 'these frames lack substance'. A front-end loader begins to dismantle the structure from which they are speaking. Refers to the local body elections to take place 9th October and the Canterbury earthquake of 4th September. Published in the Presto Quantity: 1 digital cartoon(s).
Tonight Christchurch's Bread & Circus Buskers festival is swinging into action, and its promising to lure the biggest crowds to the central city since pre-earthquake times. But organisers admit the festival hasn't escaped its dire financial past, despite new management and a rebrand as the Bread and Circus Festival last year. And it it will still be running at a loss until about 2022. Katie Todd reports.
Summary of oral history interview with Rebecca Macfie about her experiences of the Canterbury earthquakes.
Transcript of Jan Dobson's earthquake story, captured by the UC QuakeBox project.
In the last century, seismic design has undergone significant advancements. Starting from the initial concept of designing structures to perform elastically during an earthquake, the modern seismic design philosophy allows structures to respond to ground excitations in an inelastic manner, thereby allowing damage in earthquakes that are significantly less intense than the largest possible ground motion at the site of the structure. Current performance-based multi-objective seismic design methods aim to ensure life-safety in large and rare earthquakes, and to limit structural damage in frequent and moderate earthquakes. As a result, not many recently built buildings have collapsed and very few people have been killed in 21st century buildings even in large earthquakes. Nevertheless, the financial losses to the community arising from damage and downtime in these earthquakes have been unacceptably high (for example; reported to be in excess of 40 billion dollars in the recent Canterbury earthquakes). In the aftermath of the huge financial losses incurred in recent earthquakes, public has unabashedly shown their dissatisfaction over the seismic performance of the built infrastructure. As the current capacity design based seismic design approach relies on inelastic response (i.e. ductility) in pre-identified plastic hinges, it encourages structures to damage (and inadvertently to incur loss in the form of repair and downtime). It has now been widely accepted that while designing ductile structural systems according to the modern seismic design concept can largely ensure life-safety during earthquakes, this also causes buildings to undergo substantial damage (and significant financial loss) in moderate earthquakes. In a quest to match the seismic design objectives with public expectations, researchers are exploring how financial loss can be brought into the decision making process of seismic design. This has facilitated conceptual development of loss optimisation seismic design (LOSD), which involves estimating likely financial losses in design level earthquakes and comparing against acceptable levels of loss to make design decisions (Dhakal 2010a). Adoption of loss based approach in seismic design standards will be a big paradigm shift in earthquake engineering, but it is still a long term dream as the quantification of the interrelationships between earthquake intensity, engineering demand parameters, damage measures, and different forms of losses for different types of buildings (and more importantly the simplification of the interrelationship into design friendly forms) will require a long time. Dissecting the cost of modern buildings suggests that the structural components constitute only a minor portion of the total building cost (Taghavi and Miranda 2003). Moreover, recent research on seismic loss assessment has shown that the damage to non-structural elements and building contents contribute dominantly to the total building loss (Bradley et. al. 2009). In an earthquake, buildings can incur losses of three different forms (damage, downtime, and death/injury commonly referred as 3Ds); but all three forms of seismic loss can be expressed in terms of dollars. It is also obvious that the latter two loss forms (i.e. downtime and death/injury) are related to the extent of damage; which, in a building, will not just be constrained to the load bearing (i.e. structural) elements. As observed in recent earthquakes, even the secondary building components (such as ceilings, partitions, facades, windows parapets, chimneys, canopies) and contents can undergo substantial damage, which can lead to all three forms of loss (Dhakal 2010b). Hence, if financial losses are to be minimised during earthquakes, not only the structural systems, but also the non-structural elements (such as partitions, ceilings, glazing, windows etc.) should be designed for earthquake resistance, and valuable contents should be protected against damage during earthquakes. Several innovative building technologies have been (and are being) developed to reduce building damage during earthquakes (Buchanan et. al. 2011). Most of these developments are aimed at reducing damage to the buildings’ structural systems without due attention to their effects on non-structural systems and building contents. For example, the PRESSS system or Damage Avoidance Design concept aims to enable a building’s structural system to meet the required displacement demand by rocking without the structural elements having to deform inelastically; thereby avoiding damage to these elements. However, as this concept does not necessarily reduce the interstory drift or floor acceleration demands, the damage to non-structural elements and contents can still be high. Similarly, the concept of externally bracing/damping building frames reduces the drift demand (and consequently reduces the structural damage and drift sensitive non-structural damage). Nevertheless, the acceleration sensitive non-structural elements and contents will still be very vulnerable to damage as the floor accelerations are not reduced (arguably increased). Therefore, these concepts may not be able to substantially reduce the total financial losses in all types of buildings. Among the emerging building technologies, base isolation looks very promising as it seems to reduce both inter-storey drifts and floor accelerations, thereby reducing the damage to the structural/non-structural components of a building and its contents. Undoubtedly, a base isolated building will incur substantially reduced loss of all three forms (dollars, downtime, death/injury), even during severe earthquakes. However, base isolating a building or applying any other beneficial technology may incur additional initial costs. In order to provide incentives for builders/owners to adopt these loss-minimising technologies, real-estate and insurance industries will have to acknowledge the reduced risk posed by (and enhanced resilience of) such buildings in setting their rental/sale prices and insurance premiums.
Mike Rutledge and zoologist Meg Selby are new owners of Nelson's Natureland Zoo and a mob of meerkats, an African porcupine, and a menagerie of native birds and farm animals. The Orana Wildlife Trust took over the care of the Tahunanui zoo in 2008, but the financial strain caused by the Canterbury earthquakes has been too much. The zoo has been around since 1966. The Nelson City Council, which owns the land, called for expressions of interest last year when Orana decided to pull out and Meg and Mike got the nod. They will be taking over in November.
A video of Lianne Dalziel announcing her decision to run for the mayoralty of Christchurch. Dalziel talks about the rebuild of Christchurch, and the daily lives of those living in post-earthquake Christchurch. She also talks about her decision to run independently, her experience as a minister, and the need for transparency and financial integrity in the Christchurch City Council. Lastly, she talks about the building consent crisis at the Council, and the need for the Council to connect with communities.