The Foundation facilitates community engagement and communication through their website, providing service delivery, volunteer co-ordination and service to assist with the rebuild of Christchurch and Canterbury following the earthquakes of 2010 and 2011.
In Christchurch today the Duke and Duchess of Cambridge took time to talk to some of the families of those who died in the February 2011 earthquake.
Economic activity in Canterbury reached its fastest pace in July since the 2010/2011 earthquakes.
Research on human behaviour during earthquake shaking has identified three main influences of behaviour: the environment the individual is located immediately before and during the earthquake, in terms of where the individual is and who the individual is with at the time of the earthquake; individual characteristics, such as age, gender, previous earthquake experience, and the intensity and duration of earthquake shaking. However, little research to date has systematically analysed the immediate observable human responses to earthquake shaking, mostly due to data constraints and/or ethical considerations. Research on human behaviour during earthquakes has relied on simulations or post-event, reflective interviews and questionnaire studies, often performed weeks to months or even years following the event. Such studies are therefore subject to limitations such as the quality of the participant's memory or (perceived) realism of a simulation. The aim of this research was to develop a robust coding scheme to analyse human behaviour during earthquake shaking using video footage captured during an earthquake event. This will allow systematic analysis of individuals during real earthquakes using a previously unutilized data source, thus help develop guidance on appropriate protective actions. The coding scheme was developed in a two-part process, combining a deductive and inductive approach. Previous research studies of human behavioral response during earthquake shaking provided the basis for the coding scheme. This was then iteratively refined by applying the coding scheme to a broad range of video footage of people exposed to strong shaking during the Canterbury earthquake sequence. The aim of this was to optimise coding scheme content and application across a broad range of scenarios, and to increase inter-coder reliability. The methodology to code data will enhance objective observation of video footage to allow cross-event analysis and explore (among others): reaction time, patterns of behaviour, and social, environmental and situational influences of behaviour. This can provide guidance for building configuration and design, and evidence-based recommendations for public education about injury-preventing behavioural responses during earthquake shaking.
The 2010–2011 Canterbury earthquake sequence began with the 4 September 2010, Mw7.1 Darfield earthquake and includes up to ten events that induced liquefaction. Most notably, widespread liquefaction was induced by the Darfield and Mw6.2 Christchurch earthquakes. The combination of well-documented liquefaction response during multiple events, densely recorded ground motions for the events, and detailed subsurface characterization provides an unprecedented opportunity to add well-documented case histories to the liquefaction database. This paper presents and applies 50 high-quality cone penetration test (CPT) liquefaction case histories to evaluate three commonly used, deterministic, CPT-based simplified liquefaction evaluation procedures. While all the procedures predicted the majority of the cases correctly, the procedure proposed by Idriss and Boulanger (2008) results in the lowest error index for the case histories analyzed, thus indicating better predictions of the observed liquefaction response.
"Open Theatre" - The Odeon Built in 1883 and known as the Tuam Street Hall or Theatre and was New Zealand's oldest masonry, purpose built theatre. In 1930, it became the St. James Theatre, It became The Odeon Movie Theatre in 1960. Demolition started in September 2012 after the Christchurch earthquakes of 2010/2011 but seems to have stopped!?
More repairs to the infrastructure as a result of the 2010 & 2011 earthquakes. Boat ramp at New Brighton. Avon River.
More repairs to the infrastructure as a result of the 2010 & 2011 earthquakes. Boat ramp at New Brighton. Avon River.
Flowers left under the Peace Bell at the Christchurch Botanic Gardens in commemoration of the anniversary of the 22 February 2011 earthquake. File reference: CCL-2014-02-22-22February2014 DSC_1215.JPG Photo taken by Valerie Livingstone. From the collection of Christchurch City Libraries.
Flowers left under the Peace Bell at the Christchurch Botanic Gardens in commemoration of the anniversary of the 22 February 2011 earthquake. File reference: CCL-2014-02-22-22February2014 DSC_1214.JPG Photo taken by Valerie Livingstone. From the collection of Christchurch City Libraries.
Three years on from the earthquakes of 2011, Census data now confirms massive changes to the face and shape of Christchurch.
An entry from Jennifer Middendorf's blog for 25 August 2014 entitled, "Tohoku 2011".
Messages strung on rope by the Peace Bell at the Christchurch Botanic Gardens in commemoration of the anniversary of the 22 February 2011 earthquake. File reference: CCL-2014-02-22-22February2014 DSC_1217.JPG Photo taken by Valerie Livingstone. From the collection of Christchurch City Libraries.
Messages strung on rope by the Peace Bell at the Christchurch Botanic Gardens in commemoration of the anniversary of the 22 February 2011 earthquake. File reference: CCL-2014-02-22-22February2014 DSC_1216.JPG Photo taken by Valerie Livingstone. From the collection of Christchurch City Libraries.
Messages strung on rope by the Peace Bell at the Christchurch Botanic Gardens in commemoration of the anniversary of the 22 February 2011 earthquake. File reference: CCL-2014-02-22-22February2014 DSC_1218.JPG Photo taken by Valerie Livingstone. From the collection of Christchurch City Libraries.
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Catholic Basilica, Christchurch - at the right place, at the right time...
Case study analysis of the 2010-2011 Canterbury Earthquake Sequence (CES), which particularly impacted Christchurch City, New Zealand, has highlighted the value of practical, standardised and coordinated post-earthquake geotechnical response guidelines for earthquake-induced landslides in urban areas. The 22nd February 2011 earthquake, the second largest magnitude event in the CES, initiated a series of rockfall, cliff collapse and loess failures around the Port Hills which severely impacted the south-eastern part of Christchurch. The extensive slope failure induced by the 22nd February 200 earthquake was unprecedented; and ground motions experienced significantly exceeded the probabilistic seismic hazard model for Canterbury. Earthquake-induced landslides initiated by the 22nd February 2011 earthquake posed risk to life safety, and caused widespread damage to dwellings and critical infrastructure. In the immediate aftermath of the 22nd February 2011 earthquake, the geotechnical community responded by deploying into the Port Hills to conduct assessment of slope failure hazards and life safety risk. Coordination within the voluntary geotechnical response group evolved rapidly within the first week post-earthquake. The lack of pre-event planning to guide coordinated geotechnical response hindered the execution of timely and transparent management of life safety risk from coseismic landslides in the initial week after the earthquake. Semi-structured interviews were conducted with municipal, management and operational organisations involved in the geotechnical response during the CES. Analysis of interview dialogue highlighted the temporal evolution of priorities and tasks during emergency response to coseismic slope failure, which was further developed into a phased conceptual model to inform future geotechnical response. Review of geotechnical responses to selected historical earthquakes (Northridge, 1994; Chi-Chi, 1999; Wenchuan, 2008) has enabled comparison between international practice and local response strategies, and has emphasised the value of pre-earthquake preparation, indicating the importance of integration of geotechnical response within national emergency management plans. Furthermore, analysis of the CES and international earthquakes has informed pragmatic recommendations for future response to coseismic slope failure. Recommendations for future response to earthquake-induced landslides presented in this thesis include: the integration of post-earthquake geotechnical response with national Civil Defence and Emergency Management; pre-earthquake development of an adaptive management structure and standard slope assessment format for geotechnical response; and emergency management training for geotechnical professionals. Post-earthquake response recommendations include the development of geographic sectors within the area impacted by coseismic slope failure, and the development of a GIS database for analysis and management of data collected during ground reconnaissance. Recommendations provided in this thesis aim to inform development of national guidelines for geotechnical response to earthquake-induced landslides in New Zealand, and prompt debate concerning international best practice.
The progressive damage and subsequent demolition of unreinforced masonry (URM) buildings arising from the Canterbury earthquake sequence is reported. A dataset was compiled of all URM buildings located within the Christchurch CBD, including information on location, building characteristics, and damage levels after each major earthquake in this sequence. A general description of the overall damage and the hazard to both building occupants and to nearby pedestrians due to debris falling from URM buildings is presented with several case study buildings used to describe the accumulation of damage over the earthquake sequence. The benefit of seismic improvement techniques that had been installed to URM buildings is shown by the reduced damage ratios reported for increased levels of retrofit. Demolition statistics for URM buildings in the Christchurch CBD are also reported and discussed. VoR - Version of Record
The 2011, 6.3 magnitude Christchurch earthquake in New Zealand caused considerable structural damage. It is believed that this event has now resulted in demolition of about 65-70% of the building stock in the Central Business District (CBD), significantly crippling economic activities in the city of Christchurch. A major concern raised from this event was adequacy of the current seismic design practice adopted for reinforced concrete walls due to their poor performance in modern buildings. The relatively short-duration earthquake motion implied that the observed wall damage occurred in a brittle manner despite adopting a ductile design philosophy. This paper presents the lessons learned from the observed wall damage in the context of current state of knowledge in the following areas: concentrating longitudinal reinforcement in wall end regions; determining wall thickness to prevent out-of-plane wall buckling; avoiding lap splices in plastic hinge zones; and quantifying minimum vertical reinforcement. http://www.2eceesistanbul.org/
More repairs to the infrastructure as a result of the 2010 & 2011 earthquakes. Hardy Street/Owles Terrace corner (beside the boat launching ramp), New Brighton
Cats, dogs, horses, parrots, rats, hedgehogs and turtles. Just like people, these animals were affected by the earthquakes in Christchurch. And two researchers have published a new book into just how big the impact of the September 2010 and February 2011 earthquakes were. 'Animals in Emergencies: Learning from the Christchurch Earthquakes' is co-authored by Canterbury University's associate professor Annie Potts, and former veterinary nurse Donelle Gadenne.
Some of the men and women who risked their lives to save others in the aftermath of the February 2011 earthquakes in Christchurch have been recognised for their bravery.
This presentation discusses recent empirical ground motion modelling efforts in New Zealand. Firstly, the active shallow crustal and subduction interface and slab ground motion prediction equations (GMPEs) which are employed in the 2010 update of the national seismic hazard model (NSHM) are discussed. Other NZ-specific GMPEs developed, but not incorporated in the 2010 update are then discussed, in particular, the active shallow crustal model of Bradley (2010). A brief comparison of the NZ-specific GMPEs with the near-source ground motions recorded in the Canterbury earthquakes is then presented, given that these recordings collectively provide a significant increase in observed strong motions in the NZ catalogue. The ground motion prediction expert elicitation process that was undertaken following the Canterbury earthquakes for active shallow crustal earthquakes is then discussed. Finally, ongoing GMPE-related activities are discussed including: ground motion and metadata database refinement, improved site characterization of strong motion station, and predictions for subduction zone earthquakes.
The Canterbury Women's Club had their first function since the 22nd Feburary 2011 earthquake last weekend, we speak with their president Margaret Arnald as the club celebrates it's 101st anniversary.
Active faults capable of generating highly damaging earthquakes may not cause surface rupture (i.e., blind faults) or cause surface ruptures that evade detection due to subsequent burial or erosion by surface processes. Fault populations and earthquake frequency-‐magnitude distributions adhere to power laws, implying that faults too small to cause surface rupture but large enough to cause localized strong ground shaking densely populate continental crust. The rupture of blind, previously undetected faults beneath Christchurch, New Zealand in a suite of earthquakes in 2010 and 2011, including the fatal 22 February 2011 moment magnitude (Mw) 6.2 Christchurch earthquake and other large aftershocks, caused a variety of environmental impacts, including major rockfall, severe liquefaction, and differential surface uplift and subsidence. All of these effects occurred where geologic evidence for penultimate effects of the same nature existed. To what extent could the geologic record have been used to infer the presence of proximal, blind and / or unidentified faults near Christchurch? In this instance, we argue that phenomena induced by high intensity shaking, such as rock fragmentation and rockfall, revealed the presence of proximal active faults in the Christchurch area prior to the recent earthquake sequence. Development of robust earthquake shaking proxy datasets should become a higher scientific priority, particularly in populated regions.
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Documents obtained by Radio New Zealand show WorkSafe New Zealand was still grappling to get on top of asbestos dangers in the Christchurch rebuild nearly two years after the February 2011 earthquake.
Professional and personal partners Victoria Flight and John Drew about the nutritional benefits of coconut oil, and the decision to develop their business 'Blue Coconut' after experiencing a deeply traumatic event in Christchurch's earthquake of February 2011.
A video of journalist Charlie Gates introducing the 2014 World Buskers Festival. Gates revisits the performance venues for former festivals to show how the central city has changed since the 2010 and 2011 earthquakes.