A design guideline which provides guidance to project definition and design teams on how to use Pipe Damage Assessment Tool (PDAT) outputs in their scoping and concept design work.
This thesis investigates life-safety risk in earthquakes. The first component of the thesis utilises a dataset of earthquake injuries and deaths from recent earthquakes in New Zealand to identify cause, context, and risk factors of injury and death in the 2011 MW6.3 Christchurch earthquake and 2016 MW7.8 Kaikōura earthquake. Results show that nearly all deaths occurred from being hit by structural elements from buildings, while most injuries were caused by falls, strains and being hit by contents or non-structural elements. Statistical analysis of injured cases compared to an uninjured control group found that age, gender, building damage, shaking intensity, and behaviour during shaking were the most significant risk factors for injury during these earthquakes. The second part of the thesis uses the empirical findings from the first section to develop two tools for managing life-safety risk in earthquakes. The first tool is a casualty estimation model for health system and emergency response planning. An existing casualty model used in New Zealand was validated against observed data from the 2011 Christchurch earthquake and found to underestimate moderate and severe injuries by an order of magnitude. The model was then updated to include human behaviour such as protective actions, falls and strain type injuries that are dependent on shaking intensity, as well as injuries and deaths outside buildings. These improvements resulted in a closer fit to observed casualties for the 2011 Christchurch earthquake. The second tool that was developed is a framework to set seismic loading standards for design based on fatality risk targets. The proposed framework extends the risk-targeted hazard method, by moving beyond collapse risk targets, to fatality risk targets for individuals in buildings and societal risk in cities. The framework also includes treatment of epistemic uncertainty in seismic hazard to allow this uncertainty to be used in risk-based decision making. The framework is demonstrated by showing how the current New Zealand loading standards could be revised to achieve uniform life-safety risk across the country and how the introduction of a new loading factor can reduce risk aggregation in cities. Not on Alma, moved and emailed. 1/02/2023 ce
A video of a presentation by David Meates, Chief Executive of the Christchurch District Health Board and the West Coast District Health Board, during the first plenary of the 2016 People in Disasters Conference. The presentation is titled, "Local System Perspective".The abstract for this presentation reads as follows: The devastating Canterbury earthquakes of 2010 and 2011 have resulted in challenges for the people of Canterbury and have altered the population's health needs. In the wake of New Zealand's largest natural disaster, the health system needed to respond rapidly to changing needs and damaged infrastructure in the short-term in the context of developing sustainable long-term solutions. Canterbury was undergoing system transformation prior to the quakes, however the horizon of transformation was brought forward post-quake: 'Vision 2020' became the vision for now. Innovation was enabled as people working across the system addressed new constraints such as the loss of 106 acute hospital beds, 635 aged residential care beds, the loss of general practices and pharmacies as well as damaged non-government organisation sector. A number of new integration initiatives (e.g. a shared electronic health record system, community rehabilitation for older people, community falls prevention) and expansion of existing programs (e.g. acute demand management) were focused on supporting people to stay well in their homes and communities. The system working together in an integrated way has resulted in significant reductions in acute health service utilisation in Canterbury. Acute admission rates have not increased and remain significantly below national rates and the number of acute and rehabilitation bed days have fallen since the quakes, with these trends most evident among older people. However, health needs frequently reported in post-disaster literature have created greater pressures on the system. In particular, an escalating number of people facing mental health problems and coping with acute needs of the migrant rebuild population provide new challenges for a workforce also affected by the quakes. The recovery journey for Canterbury is not over.
Critical infrastructure networks are highly relied on by society such that any disruption to service can have major social and economic implications. Furthermore, these networks are becoming increasingly dependent on each other for normal operation such that an outage or asset failure in one system can easily propagate and cascade across others resulting in widespread disruptions in terms of both magnitude and spatial reach. It is the vulnerability of these networks to disruptions and the corresponding complexities in recovery processes which provide direction to this research. This thesis comprises studies contributing to two areas (i) the modelling of national scale in-terdependent infrastructure systems undergoing major disruptions, and (ii) the tracking and quantification of infrastructure network recovery trajectories following major disruptions. Firstly, methods are presented for identifying nationally significant systemic vulnerabilities and incorporating expert knowledge into the quantification of infrastructure interdependency mod-elling and simulation. With application to the interdependent infrastructures networks across New Zealand, the magnitudes and spatial extents of disruption are investigated. Results high-light the importance in considering interdependencies when assessing disruptive risks and vul-nerabilities in disaster planning applications and prioritising investment decisions for enhancing resilience of national networks. Infrastructure dependencies are further studied in the context of recovery from major disruptions through the analysis of curves measuring network functionality over time. Continued studies into the properties of recovery curves across a database of global natural disasters produce statistical models for predicting the trajectory and expected recovery times. Finally, the use of connectivity based metrics for quantifying infrastructure system functionality during recovery are considered with a case study application to the Christchurch Earthquake (February 22, 2011) wastewater network response.
We present ground motion simulations of the Porters Pass (PP) fault in the Canterbury region of New Zealand; a major active source near Christchurch city. The active segment of the PP fault has an inferred length of 82 km and a mostly strike-slip sense of movement. The PP fault slip makes up approximately 10% of the total 37 mm/yr margin-parallel plate motion and also comprises a significant proportion of the total strain budget in regional tectonics. Given that the closest segment of the fault is less than 45 km from Christchurch city, the PP fault is crucial for accurate earthquake hazard assessment for this major population centre. We have employed the hybrid simulation methodology of Graves and Pitarka (2010, 2015), which combines low (f<1 Hz) and high (f>1 Hz) frequencies into a broadband spectrum. We have used validations from three moderate magnitude events (𝑀𝑤4.6 Sept 04, 2010; 𝑀𝑤4.6 Nov 06, 2010; 𝑀𝑤4.9 Apr 29, 2011) to build confidence for the 𝑀𝑤 > 7 PP simulations. Thus far, our simulations include multiple rupture scenarios which test the impacts of hypocentre location and the finite-fault stochastic rupture representation of the source itself. In particular, we have identified the need to use location-specific 1D 𝑉𝑠/𝑉𝑝 models for the high frequency part of the simulations to better match observations.
The road sign for Silt Lane in Southshore, with a pied stilt (poaka) painted on a handmade sign.
An entry from Jennifer Middendorf's blog for 29 August 2014 entitled, "Day off".
Photograph captioned by BeckerFraserPhotos, "The Hub, Kaiapoi. Run by the Council, EQC and Fletchers for all aspects of earthquake help".
Photograph captioned by BeckerFraserPhotos, "The boulder-damaged administration building for the Lyttelton tunnel at the Heathcote end of the tunnel".
An entry from Sue Davidson's blog for 16 November 2012 entitled, "Artist Profile: DREGs Cinzah Seekayem and Karl Sheridan".
A sign reading, "For sale by tender" outside an empty lot on Manchester Street. A building has been demolished and cleared from the site.
An award application for the Civil Contractors NZ Hirepool Construction Excellence Awards 2015 which details Downer's approach to repairing the Armagh Street bridge.
A photograph of old posters hanging on a support for the Durham Street overbridge.
An entry from Jennifer Middendorf's blog for 3 September 2013 entitled, "Three".
An entry from Jennifer Middendorf's blog for 20 September 2013 entitled, "Show and tell".
An entry from Jennifer Middendorf's blog for 31 December 2013 entitled, "They've got to be joking".
An entry from Jennifer Middendorf's blog for 23 July 2014 entitled, "Art and Science".
An entry from Jennifer Middendorf's blog for 27 July 2014 entitled, "(Re) Openings".
An entry from Jennifer Middendorf's blog for 9 March 2011 entitled, "Another baking day".
An entry from Jennifer Middendorf's blog for 22 February 2011 entitled, "Another big earthquake".
A photograph of stones from the Cathedral of the Blessed Sacrament lying on pallets for preservation.
A photograph of stones from the Cathedral of the Blessed Sacrament lying on pallets for preservation.
Damage to the new support structure for the widening of the Ferrymead bridge. A gap is visible between the support post and the surrounding area.
Photograph captioned by BeckerFraserPhotos, "Mobile office for demolition workers in Lichfield Street".
A photograph of old posters hanging on a support for the Durham Street overbridge.
A document created in 2011, demonstrating the design parameters for the rebuild of wastewater, storm water, water supply and roading in the central city.
A paper which shares the process followed for the assessment and prioritisation of the retaining walls within the Port Hills in Christchurch.
Colombo Street south from the Moorhouse Avenue overbridge. Plastic and wire fencing has been used to cordon off damaged buildings and make a path for cars.
Photograph captioned by BeckerFraserPhotos, "Inside the Christchurch Art Gallery, still the centre of operations for the earthquake recovery".
An entry from Deb Robertson's blog for 24 October 2010 entitled, "A Present a Week {till Christmas} Week 16".