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Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Christchurch was rocked by a large aftershock shortly before 8am this morning. Linemen cutting power to a damaged line outside an old historic building on the corner of Montreal Street and Moorhouse Avenue which will have work done to it to try and save as much as they can".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Christchurch was rocked by a large aftershock shortly after 8am this morning. Linemen cutting power to a damaged line outside an old historic building on the corner of Montreal Street and Moorhouse Avenue which will have work done to it to try and save as much as they can".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Christchurch was rocked by a large aftershock shortly after 8am this morning. Linemen cutting power to a damaged line outside an old historic building on the corner of Montreal Street and Moorhouse Avenue which will have work done to it to try and save as much as they can".

Videos, UC QuakeStudies

A video of an interview with Deb Riach, co-owner of Coffee Worx, about the company's experiences after the 2010 and 2011 earthquakes. This video is part of The Press's 'Up and Running' series, which showcases businesses which stayed up and running despite the challenges posed by the 2010 and 2011 Canterbury earthquakes.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Videos, UC QuakeStudies

A video of an address by Mike Greer, Director of Mike Greer Homes Ltd, at the 2014 Seismics and the City forum. This talk was part of the Building Opportunities section, and focused on the housing needs and the residential building opportunities in the inner city, Greater Christchurch, and the Canterbury region.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

A photograph of Robin Duff standing on the porch of his house at 386 Oxford Terrace. There is a sign in the window to his left depicting a bulldozer with a line through it. The photographer comments, "Avon Loop resident Donna Allfrey made this sign for Duff".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. Shops on the corner of Cranford Street and Westminster Street were torn down this afternoon as they had been deemed too dangerous after Saturday's earthquake in Christchurch. Rose Lennon and her son Myles Alexander were in one of the shops just hours before the police deemed it too dangerous".

Images, UC QuakeStudies

A photograph of Doug Sexton holding a memento of his house at 378 Oxford Terrace. The memento was created by artist Sarah Brown for the Shared Lines Sendai/Christchurch Art Exchange. Brown used found objects from Doug Sexton's house to create this artwork in a tobacco tin.

Images, UC QuakeStudies

The former Ozone Dressing Sheds in North New Brighton, with broken and boarded-up windows. The photographer comments, "This is the Ozone as it was before it was demolished. It appeared to have been in the process of being redecorated internally, but the February Christchurch earthquake seems to have caused its demise".

Audio, Radio New Zealand

An inquiry into the Earthquake Commission has found it was poorly prepared for the Canterbury earthquakes - and has left people with a "deep mistrust of government" that will take years to overcome. The government has this morning released findings from the inquiry, chaired by Dame Silvia Cartwright. Our Christchurch reporter, Conan Young, has been reading through the details and spoke with Māni Dunlop.  

Research papers, Victoria University of Wellington

<b>Aotearoa has undoubtedly some of the most beautiful landscapes in the world, a privilege for its inhabitants. However, as our cities have developed post-colonisation, the connection between the natural environment and its occupants has diminished. Designers play a vital role within an ever evolving world to progress the built environment in a way that reflects and restores vital values that have been deprioritised. Future practice should prioritise diversity, care for the land, enhancement of community space, and sustainable practices.</b> This research sets out to demonstrate that new design methodologies can encourage kaitiakitanga, whilst meeting the needs of urban public space. Initially through critical analysis and literature based research, a study of Ōtautahi Christchurch, the South Island’s largest city, was undertaken. The principles of a ‘15 minute city’ were also explored and applied to the city, establishing issues within the built environment that drove the overall research direction. Through the tools of critical reflection and a research through design methodology, a design toolkit was constructed. This toolkit sets out to provide designers with a simple streamlined method of developing urban interventions that are sustainable and beneficial for human well-being. The toolkit incorporates an abstraction of the ‘15 minute city’ ideology and introduces the concepts of evolving green transportation routes within cities. Ōtautahi Christchurch, a city with a significant history of earthquake-caused damage, was chosen as the primary site for the application of this research’s proposed toolkit. The city becomes a canvas for an urban rebuild that explores and aims to set a precedent for a progressive 21st-century city. A key finding as the toolkit research developed was the idea of a ‘temporary’ phase or intervention, being added to traditional design methodologies prior to permanent building. The research explains how this temporary phase could more actively engage diverse user groups and create active conversations between communities and designers. The refined toolkit sets outs proposed timeline phases, methods of site analysis and development of design drivers. Alongside this, a modular architectural system establishes a design proposal for the temporary phase of an individual site within an evolving green route. This outcome provides further opportunity for realistic testing, which would actively involve communities and aims to shift our priorities within urban development. The introduction of the ‘temporary’ phase is beneficial in mitigating psychological implications on people and limiting physical impacts on the landscape. The final design stage of the thesis applied the toolkit process to three sites in Ōtautahi Christchurch. Through a holistic lens, the toolkit framework set out methods to collate information that provides guidance for development on the sites. While some layers are initiated simply by recognising site characteristics, others are informed through software such as GIS. Connected by a proposed green transport route, the three initial sites are developed with temporary interventions that utilise the modular design set out previously in the research. Contextualising the interventions on real world sites tested the flexibility of the system and allowed for critical reflection on the applicability of the toolkit to Aotearoa. The research concludes by identifying future research opportunities and speculates on possible applications of its findings within the real world. Temporary Permanence highlights the significant role that we, as designers, have in shifting urban priorities to create more holistic, sustainable, and inclusive cities for people and the planet.

Images, eqnz.chch.2010

20110821_1708_1D3-280 Six months on A house in Bexley damaged in the February earthquake still looks like this six months later.

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.

Research papers, University of Canterbury Library

In recent years, rocking isolation has become an effective approach to improve seismic performance of steel and reinforced concrete structures. These systems can mitigate structural damage through rigid body displacement and thus relatively low requirements for structural ductility, which can significantly improve seismic resilience of structures and reduce repairing costs after strong earthquakes. A number of base rocking structural systems with only a single rocking interface have been proposed. However, these systems can have significant high mode effect for high rise structures due to the single rocking interface. This RObust BUilding SysTem (ROBUST) project is a collaborative China-New Zealand project sponsored by the International Joint Research Laboratory of Earthquake Engineering (ILEE), Tongji University, and a number of agencies and universities within New Zealand including the BRANZ, Comflor, Earthquake Commission, HERA, QuakeCoRE, QuakeCentre, University of Auckland, and the University of Canterbury. A number of structural configurations will be tested [1, 2], and non-structural elements including ceilings, infilling walls, glazed curtain walls, precast concrete panels, piping system will also be tested in this project [3]. Within this study, a multiple rocking column steel structural system was proposed and investigated mainly by Tongji team with assistance of NZ members. The concept of rocking column system initiates from the structure of Chinese ancient wooden pagoda. In some of Chinese wooden pagodas, there are continuous core columns hanged only at the top of each pagoda, which is not connected to each stories. This core column can effectively avoid collapse of the whole structure under large storey drifts. Likewise, there are also central continuous columns in the newly proposed steel rocking column system, which can avoid weak story failure mechanism and make story drifts more uniform. In the proposed rocking column system, the structure can switch between an elastic rigidly connected moment resisting frame and a controlled rocking column system when subjected to strong ground motion excitations. The main seismic energy can be dissipated by asymmetric friction beam–column connections, thereby effectively reducing residual displacement of the structure under seismic loading without causing excessive damage to structural members. Re–centering of the structure is provided not only by gravity load carried by rocking columns, but also by mould coil springs. To investigate dynamic properties of the proposed system under different levels of ground excitations, a full-scale threestory steel rocking column structural system with central continuous columns is to be tested using the International joint research Laboratory of Earthquake Engineering (ILEE) facilities, Shanghai, China and an analytical model is established. A finite element model is also developed using ABAQUS to simulate the structural dynamic responses. The rocking column system proposed in this paper is shown to produce resilient design with quick repair or replacement.

Audio, Radio New Zealand

Is organising anarchists like herding cats? Apparently not. Sage Forest talks to an anarchists' collective with a deep faith in human nature. Beyond Resistance is a nation-wide anarchists' collective based in Christchurch. They hold regular meetings with the primary goal of empowering workers. But their faith in human nature has proven itself in the response to the earthquake crises. This, they say, is true anarchy at work.