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Images, Alexander Turnbull Library

A man gets a phonecall from the Earthquake Commission (EQC) informing him that he can 'remediate and build here again!' The call comes just as another aftershock happens causing the family and pets to huddle in a terrified crowd as the house collapses around them and they find themselves waist-deep in mud and water. Refers to the Canterbury earthquake of 4th September and its continuing aftershocks as well as the problems surrounding rebuilding. Quantity: 1 digital cartoon(s).

Images, Alexander Turnbull Library

The cartoon shows the name 'Christchurch' shaking so that bits fly off it; the letters 'H', 'I', and 'T' spelling 'hit' are the only ones not shaking. A second version has the words 'Rock'n Roll' as a title. Refers to the earthquake of 4th September 2010 and its hundreds of aftershocks which continue on now into November. Two versions of this cartoon are available Quantity: 1 digital cartoon(s).

Images, Alexander Turnbull Library

The cartoon shows a terribly disappointed rugby fan standing in the centre of a devastated Christchurch holding up a 'RWC ticket' and bleating 'BUT...' Context - The decision that there will be no Rugby World Cup games in Christchurch because of the damage caused by the earthquakes of 4 September 2010 and 22 February 2011. Colour and black and white versions of this cartoon are available Quantity: 2 digital cartoon(s).

Research papers, The University of Auckland Library

The Darfield earthquake caused widespread damage in the Canterbury region of New Zealand, with the majority of damage resulting from liquefaction and lateral spreading. One of the worst hit locations was the small town of Kaiapoi north of Christchurch, an area that has experienced liquefaction during past events and has been identified as highly susceptible to liquefaction. The low lying town sits on the banks of the Kaiapoi River, once a branch of the Waimakariri, a large braided river transporting gravelly sediment. The Waimakariri has been extensively modified both by natural and human processes, consequently many areas in and around the town were once former river channels.

Images, Alexander Turnbull Library

A woman walks through the snow in Christchurch and comments 'At least snow covers up ugly quake damage dear... Dear?' Her husband has disappeared into a hole that was covered in snow. Context: Heavy snow blanketed Christchurch today (Saturday 9 August) as the winter cold continued to be felt across both the North and South Islands. Snow began falling in Christchurch about 7am today and covered most of the city. (NZHerald: Aug 9 2011) Quantity: 1 digital cartoon(s).

Images, Alexander Turnbull Library

Text above reads 'Cathedral rebuild?... The cartoon shows the Christchurch Cathedral as a bouncy cathedral full of jumping children. Context - Debate about the rebuilding of the cathedral after it was severely damaged in the Christchurch earthquakes of 2010 and 2011. There is a strong view that it needs to remain an icon at the heart of the city. It may have to be brought down completely as engineers consider the future for the iconic building. Quantity: 1 digital cartoon(s).

Images, Alexander Turnbull Library

Orana Wildlife Park 'lodge' sleeps passengers from Christchurch airport with no accommodation and who would otherwise sleep at the terminal. The Park staff think that 'they get free accommodation and we have a new paying exhibit!' They have also put up a notice: 'Cheapskates - Do not feed'. Is this a solution to airport 'night kippers'? The shortage of accommodation in Christchurch due to earthquake damage led many air travellers to sleep overnight at the air terminal. Quantity: 1 digital cartoon(s).

Images, Alexander Turnbull Library

The cartoon depicts a rose window set in a stone wall. The glass circles each contain a dollar sign. Refers to the future of the Christchurch Cathedral after the Canterbury earthquakes of 2010 and 2011. The Anglican Church seemed to only consider the money in arguing that it would be too expensive to be repaired or rebuilt. Title from file name Quantity: 1 digital cartoon(s).

Images, Alexander Turnbull Library

Shows a happy crowd playing in the sea and sand in the Christchurch Square. Bishop Victoria Matthews is seen balancing on the Wizard of Christchurch who has turned himself into a surfboard. Context: refers to a proposal by Bishop of Christchurch Victoria Matthews that the earthquake-damaged Square could be made "welcoming and engaging" again by transforming it into an artificial beach with large movie screens. Quantity: 1 digital cartoon(s).

Images, Alexander Turnbull Library

In the top frames two children shout 'four point one', 'three point six', and 'five point two' and in the frame below it is seen that they are responding to bumps in the road as their mother drives through Christchurch streets. Context - The children have become expert at guessing the seismic intensity of earthquakes in Christchurch and are now applying them to bumps in the road. Colour and black and white versions available Quantity: 2 digital cartoon(s).

Images, Alexander Turnbull Library

A couple are woken by loud thuds, rumbles and crashes. A woman leaps up in bed in a panic saying 'My God! Not another aftershock!' Her husband says 'Nah! Another flamin' haka!' A newspaper on the bed has a headline that reads 'World Cup in full swing.' Context: The World Cup began on Friday 9th September and ends on 23 October. People in Christchurch are still regularly jolted by aftershocks to the earthquakes of September 2010 and February and June 2011. Quantity: 1 digital cartoon(s).

Images, eqnz.chch.2010

20130211_2645_1D3-840 South New Brighton bridge damage (under repair) Earthquake damage (that right hand abutment should be vertical with the bridge and the hand rail level). Bridge is closed to eastbound traffic (to left) and has a 3500kg weight limit as well. The eastern approach is the same. Damage caused mainly in the 04/09/10 and 22/02/11...

Audio, Radio New Zealand

Questions to Ministers and lt;br / and gt; and lt;br / and gt; 1. Hon ANNETTE KING to the Prime Minister: Is he satisfied that all systems set up pursuant to commitments he has given to assist residents following the Christchurch earthquake are appropriate and working? and lt;br / and gt; and lt;br / and gt; 2. DAVID BENNETT to the Minister of Finance: What do this morning's Reserve Bank economic forecasts show? and lt;br / and gt; and lt;br / and gt; 3. Hon DAVID CUNLIFFE to the Minister of Finance: By what amount has the Reserve Bank lowered the official cash rate today, and what reason has the Bank given for this action? and lt;br / and gt; and lt;br / and gt; 4. GARETH HUGHES to the Minister of Finance: What will be the impact of the recent fuel price rise on the New Zealand economy, including impacts on GDP, consumer spending and the current account? and lt;br / and gt; and lt;br / and gt; 5. Hon DAVID PARKER to the Acting Minister for Economic Development: Has he been advised by the Prime Minister whether his appointment as Acting Minister for Economic Development is temporary or expected to carry on to the election? and lt;br / and gt; and lt;br / and gt; 6. KATRINA SHANKS to the Minister of Transport: What action is the Government taking to improve Wellington's train network? and lt;br / and gt; and lt;br / and gt; 7. Hon DAMIEN O'CONNOR to the Prime Minister: Can he assure the families of those killed in the Pike River Mine disaster that Government funding will be available for the recovery of bodies, given the mine is now in receiver's hands. and lt;br / and gt; and lt;br / and gt; 8. COLIN KING to the Minister of Civil Defence: Is the Government satisfied with the provision of replacement toilets for earthquake-affected Christchurch residents? and lt;br / and gt; and lt;br / and gt; 9. CAROL BEAUMONT to the Minister of Women's Affairs: Can she outline a significant improvement for women initiated by the current Government? and lt;br / and gt; and lt;br / and gt; 10. ALLAN PEACHEY to the Minister of Education: What provisions have been made to ensure continuity of early childhood education and schooling in the Christchurch region since the 22 February earthquake? and lt;br / and gt; and lt;br / and gt; 11. Hon TREVOR MALLARD to the Minister for Communications and Information Technology: What advice did he receive on any perceived conflict of interest before he took part in the Cabinet decision that led to the deferral of the requirement for MediaWorks to pay its frequency licence to the Crown? and lt;br / and gt; and lt;br / and gt; 12. KANWALJIT SINGH BAKSHI to the Minister of Internal Affairs: What reports has he received on the progress of urban search and rescue and firefighter teams working in Christchurch following the 22 February earthquake?

Research papers, University of Canterbury Library

A number of reverse and strike-slip faults are distributed throughout mid-Canterbury, South Island, New Zealand, due to oblique continental collision. There is limited knowledge on fault interaction in the region, despite historical multi-fault earthquakes involving both reverse and strike-slip faults. The surface expression and paleoseismicity of these faults can provide insights into fault interaction and seismic hazards in the region. In this thesis, I studied the Lake Heron and Torlesse faults to better understand the key differences between these two adjacent faults located within different ‘tectonic domains’. Recent activity and surface expression of the Lake Heron fault was mapped and analysed using drone survey, Structure-from-Motion (SfM) derived Digital Surface Model (DSM), aerial image, 5 m-Digital Elevation Model (DEM), luminescence dating technique, and fold modelling. The results show a direct relationship between deformation zone width and the thickness of the gravel deposits in the area. Fold modelling using fault dip, net slip and gravel thickness produces a deformation zone comparable to the field, indicating that the fault geometry is sound and corroborating the results. This result Is consistent with global studies that demonstrate deposit (or soil thickness) correlates to fault deformation zone width, and therefore is important to consider for fault displacement hazard. A geomorphological study on the Torlesse fault was conducted using SfM-DSM, DEM and aerial images Ground Penetrating Radar (GPR) survey, trenching, and radiocarbon and luminescence dating. The results indicate that the Torlesse fault is primarily strike-slip with some dip slip component. In many places, the bedding-parallel Torlesse fault offsets post-glacial deposits, with some evidence of flexural slip faulting due to folding. Absolute dating of offset terraces using radiocarbon dating and slip on fault determined from lateral displacement calculating tool demonstrates the fault has a slip rate of around 0.5 mm/year to 1.0 mm/year. The likelihood of multi-fault rupture in the Torlesse Range has been characterised using paleoseismic trenching, a new structural model, and evaluation of existing paleoseismic data on the Porters Pass fault. Identification of overlapping of paleoseismic events in main Torlesse fault, flexural-slip faults and the Porters Pass fault in the Torlesse Range shows the possibility of distinct or multi-fault rupture on the Torlesse fault. The structural connectivity of the faults in the Torlesse zone forming a ‘flower structure’ supports the potential of multi-fault rupture. Multi-fault rupture modelling carried out in the area shows a high probability of rupture in the Porters Pass fault and Esk fault which also supports the co-rupture probability of faults in the region. This study offers a new understanding of the chronology, slip distribution, rupture characteristics and possible structural and kinematic relationship of Lake Heron fault and Torlesse fault in the South Island, New Zealand.

Images, eqnz.chch.2010

There are occasional sewerage spills into the Avon River while all the sewer and road repairs are carried out. This rock wall was level and well above high tide level prior to the eathquakes. All the houses that can been seen here (except for those on the distant Port Hills) are in the suburban "red zone" and are still to be demolished.

Images, eqnz.chch.2010

One of many disabled carparks outside what used to be one of the great sporting complexes in New Zealand. The Queen Elizabeth II Park complex in north-east Christchurch was built initially for the 1974 Commonwealth Games and was used for track and field and the adjoining pool complex had swimming and diving. It was built on an area that was used...

Images, eqnz.chch.2010

The old (or is that the new) Inland Revenue Department (IRD) building on the corner of Madras and Cashel Streets in central Christchurch. Built in 2006/07 on the site of the former Farmers department store (itself badly damaged by fire), it was just a few years old when the earthquake of February 2011 struck, and subsequent quakes (all through 2...

Images, eqnz.chch.2010

20140521_1080_1D3-24 It has started! Removal of the double-glazed windows is underway at my "red zone" house, now owned by the Government of New Zealand. Sold to CERA (the government agency) in October 2012 and has remained empty since, despite having little damage, apart from the tilt to the front from the land damage that occurred during the...

Research papers, University of Canterbury Library

One of the great challenges facing human systems today is how to prepare for, manage, and adapt successfully to the profound and rapid changes wreaked by disasters. Wellington, New Zealand, is a capital city at significant risk of devastating earthquake and tsunami, potentially requiring mass evacuations with little or short notice. Subsequent hardship and suffering due to widespread property damage and infrastructure failure could cause large areas of the Wellington Region to become uninhabitable for weeks to months. Previous research has shown that positive health and well-being are associated with disaster-resilient outcomes. Preventing adverse outcomes before disaster strikes, through developing strengths-based skill sets in health-protective attitudes and behaviours, is increasingly advocated in disaster research, practise, and management. This study hypothesised that well-being constructs involving an affective heuristic play vital roles in pathways to resilience as proximal determinants of health-protective behaviours. Specifically, this study examined the importance of health-related quality of life and subjective well-being in motivating evacuation preparedness, measured in a community sample (n=695) drawn from the general adult population of Wellington’s isolated eastern suburbs. Using a quantitative epidemiological approach, the study measured the prevalence of key quality of life indicators (physical and mental health, emotional well-being or “Sense of Coherence”, spiritual well-being, social well-being, and life satisfaction) using validated psychometric scales; analysed the strengths of association between these indicators and the level of evacuation preparedness at categorical and continuous levels of measurement; and tested the predictive power of the model to explain the variance in evacuation preparedness activity. This is the first study known to examine multi-dimensional positive health and global well-being as resilient processes for engaging in evacuation preparedness behaviour. A cross-sectional study design and quantitative survey were used to collect self-report data on the study variables; a postal questionnaire was fielded between November 2008 and March 2009 to a sampling frame developed through multi-stage cluster randomisation. The survey response rate was 28.5%, yielding a margin of error of +/- 3.8% with 95% confidence and 80% statistical power to detect a true correlation coefficient of 0.11 or greater. In addition to the primary study variables, data were collected on demographic and ancillary variables relating to contextual factors in the physical environment (risk perception of physical and personal vulnerability to disaster) and the social environment (through the construct of self-determination), and other measures of disaster preparedness. These data are reserved for future analyses. Results of correlational and regression analyses for the primary study variables show that Wellingtonians are highly individualistic in how their well-being influences their preparedness, and a majority are taking inadequate action to build their resilience to future disaster from earthquake- or tsunami-triggered evacuation. At a population level, the conceptual multi-dimensional model of health-related quality of life and global well-being tested in this study shows a positive association with evacuation preparedness at statistically significant levels. However, it must be emphasised that the strength of this relationship is weak, accounting for only 5-7% of the variability in evacuation preparedness. No single dimension of health-related quality of life or well-being stands out as a strong predictor of preparedness. The strongest associations for preparedness are in a positive direction for spiritual well-being, emotional well-being, and life satisfaction; all involve a sense of existential meaningfulness. Spiritual well-being is the only quality of life variable making a statistically significant unique contribution to explaining the variance observed in the regression models. Physical health status is weakly associated with preparedness in a negative direction at a continuous level of measurement. No association was found at statistically significant levels for mental health status and social well-being. These findings indicate that engaging in evacuation preparedness is a very complex, holistic, yet individualised decision-making process, and likely involves highly subjective considerations for what is personally relevant. Gender is not a factor. Those 18-24 years of age are least likely to prepare and evacuation preparedness increases with age. Multidimensional health and global well-being are important constructs to consider in disaster resilience for both pre-event and post-event timeframes. This work indicates a need for promoting self-management of risk and building resilience by incorporating a sense of personal meaning and importance into preparedness actions, and for future research into further understanding preparedness motivations.

Research papers, University of Canterbury Library

As a consequence of the 2010 – 2011 Canterbury earthquake sequence, Christchurch experienced widespread liquefaction, vertical settlement and lateral spreading. These geological processes caused extensive damage to both housing and infrastructure, and increased the need for geotechnical investigation substantially. Cone Penetration Testing (CPT) has become the most common method for liquefaction assessment in Christchurch, and issues have been identified with the soil behaviour type, liquefaction potential and vertical settlement estimates, particularly in the north-western suburbs of Christchurch where soils consist mostly of silts, clayey silts and silty clays. The CPT soil behaviour type often appears to over-estimate the fines content within a soil, while the liquefaction potential and vertical settlement are often calculated higher than those measured after the Canterbury earthquake sequence. To investigate these issues, laboratory work was carried out on three adjacent CPT/borehole pairs from the Groynes Park subdivision in northern Christchurch. Boreholes were logged according to NZGS standards, separated into stratigraphic layers, and laboratory tests were conducted on representative samples. Comparison of these results with the CPT soil behaviour types provided valuable information, where 62% of soils on average were specified by the CPT at the Groynes Park subdivision as finer than what was actually present, 20% of soils on average were specified as coarser than what was actually present, and only 18% of soils on average were correctly classified by the CPT. Hence the CPT soil behaviour type is not accurately describing the stratigraphic profile at the Groynes Park subdivision, and it is understood that this is also the case in much of northwest Christchurch where similar soils are found. The computer software CLiq, by GeoLogismiki, uses assessment parameter constants which are able to be adjusted with each CPT file, in an attempt to make each more accurate. These parameter changes can in some cases substantially alter the results for liquefaction analysis. The sensitivity of the overall assessment method, raising and lowering the water table, lowering the soil behaviour type index, Ic, liquefaction cutoff value, the layer detection option, and the weighting factor option, were analysed by comparison with a set of ‘base settings’. The investigation confirmed that liquefaction analysis results can be very sensitive to the parameters selected, and demonstrated the dependency of the soil behaviour type on the soil behaviour type index, as the tested assessment parameters made very little to no changes to the soil behaviour type plots. The soil behaviour type index, Ic, developed by Robertson and Wride (1998) has been used to define a soil’s behaviour type, which is defined according to a set of numerical boundaries. In addition to this, the liquefaction cutoff point is defined as Ic > 2.6, whereby it is assumed that any soils with an Ic value above this will not liquefy due to clay-like tendencies (Robertson and Wride, 1998). The method has been identified in this thesis as being potentially unsuitable for some areas of Christchurch as it was developed for mostly sandy soils. An alternative methodology involving adjustment of the Robertson and Wride (1998) soil behaviour type boundaries is proposed as follows:  Ic < 1.31 – Gravelly sand to dense sand  1.31 < Ic < 1.90 – Sands: clean sand to silty sand  1.90 < Ic < 2.50 – Sand mixtures: silty sand to sandy silt  2.50 < Ic < 3.20 – Silt mixtures: clayey silt to silty clay  3.20 < Ic < 3.60 – Clays: silty clay to clay  Ic > 3.60 – Organics soils: peats. When the soil behaviour type boundary changes were applied to 15 test sites throughout Christchurch, 67% showed an improved change of soil behaviour type, while the remaining 33% remained unchanged, because they consisted almost entirely of sand. Within these boundary changes, the liquefaction cutoff point was moved from Ic > 2.6 to Ic > 2.5 and altered the liquefaction potential and vertical settlement to more realistic ii values. This confirmed that the overall soil behaviour type boundary changes appear to solve both the soil behaviour type issues and reduce the overestimation of liquefaction potential and vertical settlement. This thesis acts as a starting point towards researching the issues discussed. In particular, future work which would be useful includes investigation of the CLiq assessment parameter adjustments, and those which would be most suitable for use in clay-rich soils such as those in Christchurch. In particular consideration of how the water table can be better assessed when perched layers of water exist, with the limitation that only one elevation can be entered into CLiq. Additionally, a useful investigation would be a comparison of the known liquefaction and settlements from the Canterbury earthquake sequence with the liquefaction and settlement potentials calculated in CLiq for equivalent shaking conditions. This would enable the difference between the two to be accurately defined, and a suitable adjustment applied. Finally, inconsistencies between the Laser-Sizer and Hydrometer should be investigated, as the Laser-Sizer under-estimated the fines content by up to one third of the Hydrometer values.

Research papers, Victoria University of Wellington

Sea level rise is one consequence of Earth’s changing climate. Century-long tide gauge records show that global-mean sea-level rise reached 11-16 cm during the twentieth century at a mean rate of 1.2 mm/y. Today, the average rate of global-mean sea-level rise is higher at 3-4 mm/y and is expected to increase in the future. This represents a hazard to low elevation coastal zones worldwide. Yet, before global sea level projections can be used to characterise future coastal flood hazard at a local scale, the effects of tectonics (and other processes) that drive vertical land motion (VLM) must be considered. VLM is defined as the vertical velocity (uplift or subsidence) of the solid surface with respect to the centre of Earth. In this study, new VLM maps are generated over coastal strips in New Zealand, using Sentinel-1 InSAR and GNSS data. In New Zealand, measuring VLM using InSAR on naturally vegetated or agricultural land is difficult due to signal decorrelation. Along the rural Bay of Plenty coastal strip, I use a persistent-scatterer approach to generate a VLM map from both east-looking ascending and west-looking descending Sentinel-1 data between 2015-2021. Using time-series data over the same time period from a dense network of 20 GNSS sensors, I tie InSAR-derived line-of-sight velocity to the 2014 ITRF reference frame. I test two different methods for measuring VLM and compare the results against GNSS vertical velocity along the Bay of Plenty coast. Best results are achieved by first removing the interpolated horizontal GNSS velocity field from each of the InSAR datasets, before averaging the two VLM estimates. Measured VLM is between -3 and 3 mm/y, with negative values (subsidence) occurring within the low-lying Rangitāiki Plain and Ōpōtiki valley, and uplift across the elevated region west of Matatā. This thesis integrates geomorphological, geological, and historical levelling VLM records with modern satellite datasets to assess VLM across timescales ranging from 10 to 100,000 years at Matatā. Uplift rate has been variable through time, with average uplift over the last 300,000 years of 1 mm/y, 4.5 mm/y since 1720 years, 2 mm/y between 1950-1978, and 10 mm/y between 2004-2011. Previous modelling has shown that the best fit to the 2004-2011 rapid uplift rates is an inflating magmatic source at ~10 km depth beneath Matatā. To reconcile all data, I present a VLM model that consists of short-lived periods (7 years) of rapid uplift (10 mm/y), separated by longer periods (30 years) of lower background uplift (3 mm/y). The episodic nature of VLM at Matatā likely reflects short-lived periods of magmatic intrusion. Episodic VLM characterised by large rates of uplift (10 mm/y) has been seen at Taupō volcano, and other volcanic centers globally. It has been 12 years since the end of the last intrusion episode; this modelling suggest one may expect to observe increased uplift rates at Matatā in the coming decades. Densely populated urban coastal strips are most at risk from the effects of relative sea-level rise. At the same time, anthropogenic activities associated with urbanization, such as groundwater withdrawal, and land reclamation can lead to local land subsidence (LLS), further exacerbating the risk to urban infrastructure. LLS refers to subsidence relative to nearby land area assumed to be stable. In this thesis, I create the first high-resolution (10 m) maps of LLS at six urban coastal strips in New Zealand, with a combined length of 285 km, using Sentinel-1 InSAR data between 2018-2021. This analysis reveals 89% of urban coastal strips are subsiding at rates of -0.5 mm/y or greater, and 11% is subsiding at higher rates of -3.0 mm/y or greater. On average, subsidence is -0.6 to -2.9 mm/y higher at the coastal strip, compared to inland areas occupied by GNSS stations. This analysis also documents highly-localised hotspots of LLS, with subsidence rates of up to -15 mm/y. In Christchurch, rapid and localised subsidence (-8 mm/y) is observed within coastal suburbs New Brighton and Southshore. In most cities, the highest subsidence rates occur on land reclaimed in the early-late twentieth century, and in areas built on Holocene sediment. Time-series analysis of LLS at sites of reclaimed land shows both linear and non-linear rates of deformation over time periods of up to 6-8 years. This thesis highlights the variable exposure to relative sea-level rise of New Zealand coastal strips, and demonstrates that in many cases current rates of VLM should be expected to continue for the next few decades.

Research papers, University of Canterbury Library

Field surveys and experimental studies have shown that light steel or timber framed plasterboard partition walls are particularly vulnerable to earthquake damage prompting the overarching objective of this research, which is to further the development of low damage seismic systems for non-structural partition walls in order to facilitate their adoption by industry to assist with reducing the losses associated with the maintenance and repair cost of buildings across their design life. In particular, this study focused on the behaviour of steel-framed partition walls systems with novel detailing that aim to be “low-damage” designed according to common practice for walls used in commercial and institutional buildings in New Zealand. This objective was investigated by (1) investigating the performance of a flexible track system proposed by researchers and industry by experimental testing of full-scale specimens; (2) investigating the performance of the seismic gap partition wall systems proposed in a number of studies, further developed in this study with input from industry, by experimental testing of full-scale specimens; and (3) investigating the potential implications of using these systems compared with traditionally detailed partition wall systems within multi-storey buildings using the Performance Based Earthquake Engineering loss assessment methodology. Three full-scale testing frames were designed in order to replicate, under controlled laboratory conditions, the effects of seismic shaking on partition walls within multi-storey buildings by the application of quasi-static uni-directional cyclic loading imposing an inter-storey drift. The typical configuration for test specimens was selected to be a unique “y-shape”, including one angled return wall, with typical dimensions of approximately 2400 mm along the main wall and 600 mm along (approximately) the returns walls with a height of 2405 mm from floor to ceiling. The specimens were aligned within test frames at an oblique angle to the direction of loading in order to investigate bi- directional effects. Three wall specimens with flexible track detailing, two identical plane specimens and the third including a doorway, were tested. The detailing involved removing top track anchors within the proximity of wall intersections, thus allowing the tracks to ‘bow’ out at these locations. Although the top track anchors were specified to be removed the proximity of wall intersections, a construction error was made whereby a single top track slab to concrete anchor was left in at the three-way wall junction. Despite this error, the experimental testing was deemed worthwhile since such errors will also occur in practice and because the behaviour of the wall can be examined with this fixing in mind. The specimens also included an acoustic/fire sealant at the top lining to floor boundary. In addition to providing drift capacities, the force-displacement behaviour is also reported, the dissipated energy was computed, and the parameters of the Wayne-Stewart hysteretic model were fitted to the results. The specimen with the door opening behaved significantly different to the plane specimens: damage to the doorway specimen began as cracking of the wallboard propagating from the corners of the doorway following which the L- and Y- shaped junctions behaved independently, whereas damage to the plane specimens began as cracking of the wallboard at the top of the L-junction and wall system deformed as a single unit. The results suggest that bi-directional behaviour is important even if its impact cannot be directly quantified by the experiments conducted. Damage to sealant implies that the bond between plasterboard and sealant is important for its seismic performance. Careful quality control is advised as defects in the bond may significantly impact its ability to withstand seismic movement. Two specimens with seismic gap detailing were tested: a steel stud specimen and a timber stud specimen. Observed drift capacities were significantly greater than traditional plasterboard partition systems. Equations were used to predict the drift at which damage state 1 (DS1) and damage state 2 (DS2) would initiate. The equation used to estimate the drift at the onset of DS1 accurately predicted the onset of plaster cracking but overestimated the drift at which the gap filling material was damaged. The equation used to predict the onset of DS2 provided a lower bound for both specimens and also when used to predict results of previous experimental tests on seismic gap systems. The gap-filling material reduced the drift at the onset of DS1, however, it had a beneficial effect on the re-centring behaviour of the linings. Out-of-plane displacements and return wall configuration did not appear to significantly impact the onset of plaster cracking in the specimens. A loss assessment according to the PBEE methodology was conducted on four steel MRF case study buildings: (1) a 4-storey building designed for the Christchurch region, (2) a 4-storey building designed for the Wellington region, (3) a 12-storey building designed for the Christchurch region, and (4) a 12- storey building designed for the Wellington region. The fragility parameters for a traditional partition system, the flexible track partition system, and the seismic gap steel stud and timber stud partition systems were included within the loss assessment. The order (lowest to highest) of each system in terms of the expected annual losses of each building when incorporating the system was, (1) the seismic gap timber stud system, (2) the seismic gap steel stud system, (3) the traditional/baseline system, and (4) the flexible track system. For the seismic gap timber stud system, which incurred the greatest reduction in expected annual losses for each case study building, the reduction in expected annual losses in comparison to the losses found when using the traditional system ranged from a 5% to a 30% reduction. This reinforces the fact that while there is a benefit to the using low damage partition systems in each building the extent of reduction in expected annual losses is significantly dependent on the particular building design and its location. The flexible track specimens had larger repair costs at small hazard levels compared to the traditional system but smaller repair costs at larger hazard levels. However, the resulting expected annual losses for the flexible track system was higher than the traditional system which reinforces findings from past studies which observed that the greatest contribution to expected annual losses arises from low to moderate intensity shaking seismic events (low hazard levels).

Audio, Radio New Zealand

JAN TINETTI to the Minister of Education: What actions has the Government taken to increase the number of New Zealanders participating in vocational education? Hon PAUL GOLDSMITH to the Minister of Finance: What measures, if any, does he have in place to ensure New Zealanders receive good value for money from the Government’s major spending initiatives? Hon JUDITH COLLINS to the Minister of Housing: Will there be any further delays to the conclusion of the KiwiBuild reset, including due to the resignation of the KiwiBuild head of delivery? Dr DUNCAN WEBB to the Minister for Courts: What recent reports has he seen regarding the Canterbury Earthquakes Insurance Tribunal? Hon NIKKI KAYE to the Associate Minister of Education: Does she stand by her statement regarding learning support coordinator allocations, “I’m pleased, I’m really pleased. I know there are people complaining, and that’s OK. We seem to live in a world where somebody’s got to complain about everything”? Hon MARK MITCHELL to the Minister responsible for Pike River Re-entry: Does he stand by all his statements, policies, and actions on the Pike River Mine? ANGIE WARREN-CLARK to the Minister for the Environment: What action is the Government taking to enhance urban development and protect elite soils? TODD MULLER to the Minister of Agriculture: Does he have confidence in New Zealand’s agricultural sector? Hon DAVID BENNETT to the Minister of Corrections: Does he stand by his statement, “We have never had to manage a prisoner like this before”, in relation to the alleged Christchurch gunman? JENNY MARCROFT to the Minister for Infrastructure: What recent announcements has he made regarding the New Zealand Infrastructure Commission-Te Waihanga? BRETT HUDSON to the Minister of Transport: Can he rule out any further increases in transport taxes or charges under this Government? DENISE LEE to the Minister for Women: Why did she say yesterday that the equal pay legislation was in select committee when it was reported back on 13 May, and has been sitting on the Order Paper for three months?

Audio, Radio New Zealand

Questions to Ministers 1. Hon PHIL GOFF to the Prime Minister: Does he have confidence in all his Ministers? 2. METIRIA TUREI to the Acting Minister of Energy and Resources: What emergency response, safety, and environmental protection provisions, if any, were included in the permit granted to Anadarko Petroleum Corporation to undertake deepwater oil exploration and drilling in the Canterbury Basin? 3. SIMON BRIDGES to the Minister of Finance: What signs are there that New Zealanders are saving more? 4. GRANT ROBERTSON to the Prime Minister: Does he have confidence in his Minister of Health? 5. JOHN HAYES to the Minister for Communications and Information Technology: What benefit will rural communities receive from the Rural Broadband Initiative signed last month? 6. SUE MORONEY to the Prime Minister: Does he have confidence in his Minister of Education? 7. MELISSA LEE to the Minister of Corrections: How are Corrections Department staff showing support for their Christchurch colleagues following the earthquake? 8. DAVID SHEARER to the Minister of Defence: Does he agree with all of the statements made by the Minister of Foreign Affairs on that Minister's use of RNZAF aircraft to travel to Vanuatu in February of this year? 9. KANWALJIT SINGH BAKSHI to the Minister of Customs: What recent reports has he received on the success of SmartGate? 10. CLARE CURRAN to the Prime Minister: Does he have confidence in the Minister for Communications and Information Technology? 11. KEITH LOCKE to the Minister of Defence: Did the New Zealand Defence Force, when preparing their response dated 2 May 2011, talk to any of the Afghan civilians interviewed by Jon Stephenson in the Metro article "Eyes Wide Shut" and seen on the subsequent 60 Minutes TV special; if so, who? 12. HONE HARAWIRA to the Acting Minister of Energy and Resources: Does the survey and drilling arrangement between the Government and Petrobras have the prior and informed consent of Te-Whanau-a-Apanui; if not, will this lack of consent breach the United Nations Declaration on the Rights of Indigenous Peoples?

Audio, Radio New Zealand

TODD McCLAY to the Minister of Finance: What reports has he received on the Government's financial position? DAVID SHEARER to the Prime Minister: Does he stand by all his statements? METIRIA TUREI to the Prime Minister: Does he stand by his reported statement that &quot;anyone expecting details of a 'cosy sort of little deal' would be disappointed&quot; by the Deputy Auditor-General's report into the SkyCity Convention Centre negotiations. DENIS O'ROURKE to the Minister for Canterbury Earthquake Recovery: What criteria did he use in deciding that owners of vacant sections in the red zone of Christchurch should only be compensated at half of the sections' most recent rateable value? KANWALJIT SINGH BAKSHI to the Minister for Economic Development: What economic opportunities will a new convention centre bring for Auckland? Hon DAVID PARKER to the Prime Minister: Did he or his office receive the 12 November 2009 report from Ministry officials to the Department of Prime Minister and Cabinet, summarising the process with SkyCity for the building of a convention centre; if so, did he read it? MIKE SABIN to the Associate Minister for Social Development: What steps is the Government taking to reduce welfare fraud? Hon CLAYTON COSGROVE to the Minister for State Owned Enterprises: What contingency plans, if any, does the Government have in place regarding its asset sale programme should the Tiwai Point aluminium smelter reduce production? KEVIN HAGUE to the Minister of Trade: Will New Zealand support Australia's objection to signing up to investor-state dispute provisions in the Trans-Pacific Partnership agreement; if not, why not? Hon LIANNE DALZIEL to the Minister for Canterbury Earthquake Recovery: Why is he offering only 50 percent of rating valuation for commercial or bare land in the residential red zone where the land could not be insured? MARK MITCHELL to the Minister of Corrections: What announcements has she made on improving prisoner employment training in New Zealand prisons? CHRIS HIPKINS to the Minister of Education: Does she stand by all her decisions in relation to schools in Christchurch?

Audio, Radio New Zealand

MAGGIE BARRY to the Minister of Finance: What reports has he received on the economy? Rt Hon WINSTON PETERS to the Minister of Māori Affairs: Is he satisfied with the financial management of the Whānau Integration, Innovation and Engagement Fund, administered by Te Puni Kōkiri? Hon DAVID PARKER to the Minister of Finance: What is the projected growth, if any, of New Zealand&rsquo;s international liabilities under this Government&rsquo;s policies, and what are the components of those liabilities? EUGENIE SAGE to the Minister for the Environment: Is water quality in New Zealand being negatively affected by livestock in rivers and lakes? Dr CAM CALDER to the Minister of Corrections: What progress has been made on the proposal to build a public-private prison at Wiri? Hon PHIL GOFF to the Minister of Foreign Affairs: Will proposed changes to the Ministry of Foreign Affairs and Trade undermine its ability to carry out its role in promoting New Zealand&rsquo;s trade, security and consular interests? LOUISE UPSTON to the Minister of Women's Affairs: What commitment is the Government willing to make to increase the number of women on State sector boards? DENIS O'ROURKE to the Minister for Canterbury Earthquake Recovery: Is he satisfied with the rate of progress of the Christchurch earthquake recovery? Dr KENNEDY GRAHAM to the Minister for Climate Change Issues: Did New Zealand meet the 28 February deadline for its submission to the United Nations on increasing the level of ambition in global greenhouse gas mitigation, as agreed by parties in the Durban Platform for Enhanced Action; if not, why not? DARIEN FENTON to the Minister of Labour: Does she stand by her answer to Written Question No 00916 (2012) that &ldquo;the Government is focused on building a more competitive economy, which will lead to more jobs and higher wages&rdquo;? JOHN HAYES to the Minister of Defence: What updates can he give on new Defence Force capability? CLARE CURRAN to the Minister of Broadcasting: Is he confident that current Government broadcasting policy upholds the standards of an independent and free press; if so, why? &nbsp;

Videos, UC QuakeStudies

A video of a keynote presentation by Professor Jonathan Davidson during the fifth plenary of the 2016 People in Disasters Conference. The presentation is titled, "Resilience in People".The abstract for this presentation reads as follows: Resilience is the ability to bounce back or adapt successfully in the face of change, and is present to varying degrees in everybody. For at least 50 years resilience has been a topic of study in medical research, with a marked increase occurring in the past decade. In this presentation the essential features of resilience will be defined. Among the determining or mediating factors are neurobiological pathways, genetic characteristics, temperament, and environment events, all of which will be summarized. Adversity, assets, and adjustment need to be taken into account when assessing resilience. Different approaches to measuring the construct include self-rating scales which evaluate: traits and copying, responses to stress, symptom ratings after exposure to actual adversity, behavioural measures in response to a stress, e.g. Trier Test, and biological measures in response to stress. Examples will be provided. Resilience can be a determinant of health outcome, e.g. for coronary heart disease, acute coronary syndrome, diabetes, Human Immunodeficiency Virus (HIV) positive status and successful aging. Total score and individual item levels of resilience predict response to dug and psychotherapy in post-traumatic stress disorder and depression. Studies have repeatedly demonstrated that resilience is modifiable. Different treatments and interventions can increase resilience in a matter of weeks, and with an effect size larger than the effect size found for the same treatments on symptoms of illness. There are many ways to enhance resilience, ranging from 'Outward Bound' to mindfulness-based meditation/stress reduction to wellbeing therapy and antidepressant drugs. Treatments that reduce symptoms of depression and anxiety recruit resiliency processes at the same time. Examples will be given.