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Audio, Radio New Zealand

'Designed by an incompetent engineer, supervised by an irresponsible engineer and constructed by a fake engineer'. Those were the views of the Christchurch Earthquake Families Group, heard today, at the first - and only - disciplinary hearing to be held against anyone who designed and built the CTV building in Christchurch.

Audio, Radio New Zealand

Phil Holdstock, a homeowner; Leanne Curtis, relationships manager for the Canterbury Communities' Earthquake Recovery Network, a network of residents association and community group representatives from the earthquake-affected neighbourhoods of Canterbury; and Jeremy Johnson, insurance partner at Wynn Williams in Christchurch.

Images, Alexander Turnbull Library

Text reads 'Latest Christchurch East band' The name of the band is 'The Silty Stones' and the band sings 'We can't get no... sa-tis-faction! 'Cos we got more li-qui-faction! And we cry, and we cry, and we try to get by We can't get no sa-tis-faction!' The band are cleaning up the latest liquefaction from around a house and are using their tools as musical instruments. Context: there was a 4.9 magnitude aftershock in Canterbury on December 26th (Boxing Day 2011) The song is a take-off of the 'Rolling Stones' song 'We can't get no satisfaction'. Quantity: 1 digital cartoon(s).

Images, eqnz.chch.2010

20161211_0216_1D3-24 Six years on A view that was impossible six years ago. There was a group of buildings including another high-rise in the vacant area in the middle ground. #7986

Articles, UC QuakeStudies

A PDF copy of a document detailing a ten-step 'recipe' for the All Right? campaign. The document provides a framework for the implementation of similar campaigns by different groups and in different contexts, while including information about the background and implementation of the All Right? campaign itself.

Audio, Radio New Zealand

Christchurch is home to many diverse ethnic groups whose voices have sometimes gone unheard in the aftermath of the earthquakes and the city's rebuild plans. Katy Gosset visits a gathering in Christchurch's battered eastern suburbs to hear their thoughts on post-quake life and the future of their adopted home.

Audio, Radio New Zealand

A scheme called Crack'd for Christchurch wants to make a beautiful memorial out of the fine china broken in the earthquake. Jenny Cooper is one of a group of people who plan to create an inner-city mosaic that is an art work in its own right, but also acts as a memorial to old Christchurch.

Images, UC QuakeStudies

A photograph submitted by Ginny Larsen to the QuakeStories website. The description reads, "I work for Neighbourhood Trust in Mairehau/Shirley. In April 2011 a group of people from Liberty Church came down to Christchurch to gift 100s of Easter boxes to residents – lots of treats to bring a smile.".

Images, UC QuakeStudies

A photograph submitted by Ginny Larsen to the QuakeStories website. The description reads, "Community meeting at St Albans Baptist Church. Around 70 leaders of community groups met regularly to work on how to help the Shirley/Papanui community recover under the superb leadership of Chris Mene (then Community Board Chair).".

Images, UC QuakeStudies

A group of men stand with beer bottles. In the background, people are filling containers with water from a bore. The photographer comments, "My friend and crewmate Darren Armstrong was providing water from an artesian bore at his house on Marshland Rd. His roofing company employees stood around helping - and drinking beer".

Images, UC QuakeStudies

Jess Hollis, a member of the University of Canterbury's E-Learning team in their temporary office in the James Hight building. The photographer comments, "Yet another change of workplace for our E-Learning group, as the University juggles people and buildings to carry out earthquake repairs. My desk with Jess behind".

Images, UC QuakeStudies

The University of Canterbury's E-Learning team's temporary office in the James Hight building. The photographer comments, "First looks at our new temporary (maybe) office space. Our group will stay here until April or May 2011, then will move to another floor in the Central Library. This bench will disappear".

Images, UC QuakeStudies

Jess Hollis, a member of the University of Canterbury's E-Learning team in their temporary office in the James Hight building. The photographer comments, "Yet another change of workplace for our E-Learning group, as the University juggles people and buildings to carry out earthquake repairs. Jess, with my desk behind".

Images, UC QuakeStudies

A powhiri performed by Ngai Tahu elders to welcome workers of the Stronger Christchurch Infrastructure Rebuild Team (SCIRT). Phil Goff is standing in the centre of the group that is being welcomed. The ceremony was held in Burwood Park.

Images, eqnz.chch.2010

20140927_2219_1D3-24 Planting natives at Harold Henry Park A planting of native bushes and trees in the old children's playground area in Bexley, Organised by the Facebook group Avon River Park and assisted by ex Bexley residents. This is right in the middle of the Bexley red zone with most houses removed or demolished now. #5832

Research papers, University of Canterbury Library

In this thesis, focus is given to develop methodologies for rapidly estimating specific components of loss and downtime functions. The thesis proposes methodologies for deriving loss functions by (i) considering individual component performance; (ii) grouping them as per their performance characteristics; and (iii) applying them to similar building usage categories. The degree of variation in building stock and understanding their characteristics are important factors to be considered in the loss estimation methodology and the field surveys carried out to collect data add value to the study. To facilitate developing ‘downtime’ functions, this study investigates two key components of downtime: (i) time delay from post-event damage assessment of properties; and (ii) time delay in settling the insurance claims lodged. In these two areas, this research enables understanding of critical factors that influence certain aspects of downtime and suggests approaches to quantify those factors. By scrutinising the residential damage insurance claims data provided by the Earthquake Commission (EQC) for the 2010- 2011 Canterbury Earthquake Sequence (CES), this work provides insights into various processes of claims settlement, the time taken to complete them and the EQC loss contributions to building stock in Christchurch city and Canterbury region. The study has shown diligence in investigating the EQC insurance claim data obtained from the CES to get new insights and build confidence in the models developed and the results generated. The first stage of this research develops contribution functions (probabilistic relationships between the expected losses for a wide range of building components and the building’s maximum response) for common types of claddings used in New Zealand buildings combining the probabilistic density functions (developed using the quantity of claddings measured from Christchurch buildings), fragility functions (obtained from the published literature) and cost functions (developed based on inputs from builders) through Monte Carlo simulations. From the developed contribution functions, glazing, masonry veneer, monolithic and precast concrete cladding systems are found to incur 50% loss at inter-storey drift levels equal to 0.027, 0.003, 0.005 and 0.011, respectively. Further, the maximum expected cladding loss for glazing, masonry veneer, monolithic, precast concrete cladding systems are found to be 368.2, 331.9, 365.0, and 136.2 NZD per square meter of floor area, respectively. In the second stage of this research, a detailed cost breakdown of typical buildings designed and built for different purposes is conducted. The contributions of structural and non- structural components to the total building cost are compared for buildings of different usages, and based on the similar ratios of non-structural performance group costs to the structural performance group cost, four-building groups are identified; (i) Structural components dominant group: outdoor sports, stadiums, parkings and long-span warehouses, (ii) non- structural drift-sensitive components dominant group: houses, single-storey suburban buildings (all usages), theatres/halls, workshops and clubhouses, (iii) non-structural acceleration- sensitive components dominant group: hospitals, research labs, museums and retail/cold stores, and (iv) apartments, hotels, offices, industrials, indoor sports, classrooms, devotionals and aquariums. By statistically analysing the cost breakdowns, performance group weighting factors are proposed for structural, and acceleration-sensitive and drift-sensitive non-structural components for all four building groups. Thus proposed building usage groupings and corresponding weighting factors facilitate rapid seismic loss estimation of any type of building given the EDPs at storey levels are known. A model for the quantification of post-earthquake inspection duration is developed in the third stage of this research. Herein, phase durations for the three assessment phases (one rapid impact and two rapid building) are computed using the number of buildings needing inspections, the number of engineers involved in inspections and a phase duration coefficient (which considers the median building inspection time, efficiency of engineer and the number of engineers involved in each assessment teams). The proposed model can be used: (i) by national/regional authorities to decide the length of the emergency period following a major earthquake, and estimate the number of engineers required to conduct a post-earthquake inspection within the desired emergency period, and (ii) to quantify the delay due to inspection for the downtime modelling framework. The final stage of this research investigates the repair costs and insurance claim settlement time for damaged residential buildings in the 2010-2011 Canterbury earthquake sequence. Based on the EQC claim settlement process, claims are categorized into three groups; (i) Small Claims: claims less than NZD15,000 which were settled through cash payment, (ii) Medium Claims: claims less than NZD100,000 which were managed through Canterbury Home Repair Programme (CHRP), and (iii) Large Claims: claims above NZD100,000 which were managed by an insurance provider. The regional loss ratio (RLR) for greater Christchurch for three events inducing shakings of approximate seismic intensities 6, 7, and 8 are found to be 0.013, 0.066, and 0.171, respectively. Furthermore, the claim duration (time between an event and the claim lodgement date), assessment duration (time between the claim lodgement day and the most recent assessment day), and repair duration (time between the most recent assessment day and the repair completion day) for the insured residential buildings in the region affected by the Canterbury earthquake sequence is found to be in the range of 0.5-4 weeks, 1.5- 5 months, and 1-3 years, respectively. The results of this phase will provide useful information to earthquake engineering researchers working on seismic risk/loss and insurance modelling.

Images, UC QuakeStudies

A powhiri performed by Ngai Tahu elders to welcome workers of the Stronger Christchurch Infrastructure Rebuild Team (SCIRT). Reverend Peter Beck and Earthquake Minister Gerry Brownlee can be seen standing amongst the group. The ceremony was held in Burwood Park.