Photograph captioned by Fairfax, "Nader Guirguis assists Michael Awadalla with his traditional Arabic headdress at an event in Victoria Square to raise funds for the Coptic Church, damaged in the Canterbury earthquake".
Photograph captioned by Fairfax, "Nader Guirguis assists Michael Awadalla with his traditional Arabic headdress at an event in Victoria Square to raise funds for the Coptic Church, damaged in the Canterbury earthquake".
Residents of some Christchurch suburbs could be in for bigger than expected rates rises after the first QV valuations since the earthquakes. The average Christchurch home now has a rating value of 455 thousand dollars, which translates into an annual rates bill of just over two thousand dollars.
A lawyer says a District Court ruling could set a precedent for hundreds of people with PTSD. The ruling directs ACC to cover the medical costs of a Christchurch builder who volunteered in the earthquake rescue effort, but was later hit with PTSD.
The idea of a ‘souvenir’, as a physical keepsake of a place or event, is not a new concept. It’s been around for as long as people have been bringing home exotic treasures from far-off lands, or trying to preserve … Continue reading →
Imagine, if you will, that you were born in 1870. Your parents are colonists who journeyed to Christchurch to build a new life for themselves and their family. They’re not rich, but you live comfortably enough in this new country. … Continue reading →
The "Lyttelton Harbour Review" newsletter for 15 April 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 5 December 2011, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 6 February 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 29 July 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 5 August 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 10 June 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 26 March 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 19 March 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 3 October 2011, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 2 July 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 18 March 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 3 September 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 26 November 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 25 February 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 17 February 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 8 April 2013, produced by the Lyttelton Harbour Information Centre.
Yellow stickered building means restricted access, and the building will need to be repaired and certified fit for use; aftermath of the magnitude 7.1 earthquake that hit Christchurch on 4 September 2010.
Text reads 'Ricky Ponting said his team would show respect for those affected by the Christchurch earthquake and treat the Black Caps like brothers'. A kiwi Black Cap is startled as a cricket ball bounces off his head. Context - Captain Ricky Ponting said he and his team were saddened by the news of the devastation that hit New Zealand on Tuesday (Christchurch earthquake 22 February 2011) He said the Australian cricket team will show respect for those affected by the Christchurch earthquake when they take the field against New Zealand in Nagpur today. In fact the Black Caps got a hammering from Australia and were 206 ALL OUT. Australia 207/3 - AUSTRALIA WIN. Captain Vettori however denied that the earthquake may have been responsible for the loss and said the Black Caps were professionals. (26 February 2011) Quantity: 1 digital cartoon(s).
The loss of her home in an earthquake then the loss of her daughter - for New Zealander Linda Collins, one loss shook her physical foundations; the other shook her very being. Told by Denise O'Connell [image:147046:full] [audio_play] [image:151581:half] Linda Collins has a BA in English from Massey University and is a copyeditor on the political desk of The Straits Times in Singapore, where her much-loved daughter, Victoria, took her life four years ago aged 17. Linda, husband Malcolm McLeod and Victoria were living in Singapore when the 2011 earthquake struck Christchurch, wrecking the house they owned there. Amid insurer and builder delays, the replacement house was only finally completed three years after Victoria’s death. Linda’s memoir, Loss Adjustment, is her first foray into writing a book, although she is copyeditor of the Lee Kuan Yew international best-seller, Hard Truths to Keep Singapore Going, and used to write for The Expat Files column in Singapore’s Sunday Times. Earlier this year, she was shortlisted for publisher Hachette’s mentorship programme, based on the submission of her Not Ash chapter from Loss Adjustment. Poetry is a new passion, meanwhile, and she is studying it at La Salle College of the Arts, Singapore. The photo is from her work pass.
An as-built reinforced concrete (RC) frame building designed and constructed according to pre-1970s code design construction practice has been recently tested on the shake table at the University of Canterbury. The specimen, 1/2.5 scaled version of the original prototype, consists of two 3-storey 2-bay asymmetric frames in parallel, one interior and one exterior, jointed together by transverse beams and floor slabs. Following the benchmark test, a retrofit intervention has been proposed to rehabilitate the tested specimen. In this paper, detailed information on the assessment and design of the seismic retrofit procedure using GFRP (glass fibre reinforced polymer) materials is given for the whole frame. Hierarchy of strength and sequence of events (damage mechanisms) in the panel zone region are evaluated using a moment-axial load (M-N) interaction performance domain, according to a performance-based retrofit philosophy. Specific limit states or design objectives are targeted with attention given to both strength and deformation limits. In addition, an innovative retrofit solution using FRP anchor dowels for the corner beam-column joints with slabs is proposed. Finally, in order to provide a practical tool for engineering practice, the retrofit procedure is provided in a step-by step flowchart fashion.
Glazing systems are non-structural elements in a building that, more often than not, appear to be given little consideration in seismic design. Recent experimental work into glazing systems at the University of Canterbury, however, has shown that glazing systems can be very susceptible to serviceability damage, defined as loss of water-tightness. The focus of this paper is to highlight the difference in vulnerability of standard and seismic glazing systems and consider the implications of this for future repair costs and losses. The paper first describes the damage states chosen for glazing units according to the repair strategies required and expected repair costs. This includes three damage states: DS1: Water Leakage, DS2: Gasket Failure and DS3: Frame/Glass Failure. Implementing modern performance-based earthquake engineering, the paper proceeds to highlight a case study comparing costs and expected losses of a standard glazing unit and a seismic glazing unit installed on a case study building. It is shown that the use of seismic glazing units is generally beneficial over time, due to the early onset of serviceability damage in standard glazing units. Finally, the paper provides suggestions for designers aimed at reducing costs related to earthquake induced repairs of glazing.
Improving community resilience requires a way of thinking about the nature of a community. Two complementary aspects are proposed: the flows connecting the community with its surrounding environment and the resources the community needs for its ongoing life. The body of necessary resources is complex, with many interactions between its elements. A systems approach is required to understand the issues adequately. Community resilience is discussed in general terms together with strategies for improving it. The ideas are then illustrated and amplified by an extended case study addressing means of improving the resilience of a community on the West Coast of New Zealand to natural disasters. The case study is in two phases. The first relies on a mix of on-the-ground observations and constructed scenarios to provide recommendations for enhancing community resilience, while the second complements the first by developing a set of general lessons and issues to be addressed from observations of the Christchurch earthquakes of 2010 and 2011.
Decision making on the reinstatement of the Christchurch sewer system after the Canterbury (New Zealand) earthquake sequence in 2010–2011 relied strongly on damage data, in particular closed circuit television (CCTV). This paper documents that process and considers how data can influence decision making. Data are analyzed on 33,000 pipes and 13,000 repairs and renewals. The primary findings are that (1) there should be a threshold of damage per pipe set to make efficient use of CCTV; (2) for those who are estimating potential damage, care must be taken in direct use of repair data without an understanding of the actual damage modes; and (3) a strong correlation was found between the ratio of faults to repairs per pipe and the estimated peak ground velocity. Taken together, the results provide evidence of the extra benefit that damage data can provide over repair data for wastewater networks and may help guide others in the development of appropriate strategies for data collection and wastewater pipe decisions after disasters.
As a result of the findings and recommendations of the Royal Commission of Inquiry into the Canterbury Earthquake Swarm of 2010-2011 the New Zealand Government has introduced new legislation that will require the mandatory strengthening of all earthquake-prone buildings in New Zealand. An earthquake prone building is currently defined as a building that is less than one third the seismic strength of a new building. If an owner does not wish to strengthen their buildings then they must demolish them. Seismic retrofitting of buildings is a form of property development and as such, the decision to retrofit or not should be based on a robust and soundly conducted feasibility study. Feasibility studies on seismic retrofitting can be particularly challenging for a number of reasons thus making it difficult for owners to make informed and sound decisions relating to their earthquake prone buildings. This paper considers the concept and process of feasibility analysis as applied to earthquake prone buildings and discusses the current challenges posed by such feasibility studies. A number of recommendations are made in an attempt to help develop a best practice model for decision making relating to earthquake prone buildings."