The "Lyttelton Harbour Review" newsletter for 6 May 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 27 May 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 17 June 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 20 May 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 14 January 2013, produced by the Lyttelton Harbour Information Centre.
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
The objective of this study is to examine the influence of near-fault motions on liquefaction triggering in Christchurch and neighboring towns during the 2010-2011 Canterbury earthquake sequence (CES). The CES began with the 4 September 2010, Mw7.1 Darfield earthquake and included up to ten events that triggered liquefaction. However, most notably, widespread liquefaction was induced by the Darfield earthquake and the Mw6.2, 22 February 2011 Christchurch earthquake. Of particular relevance to this study is the forward directivity effects that were prevalent in the motions recorded during the Darfield earthquake, and to a much lesser extent, during the Christchurch earthquake. A 2D variant of the Richart-Newmark fatigue theory was used to compute the equivalent number of cycles (neq) for the ground motions, where volumetric strain was used as the damage metric. This study is unique because it considers the contribution and phasing of both the fault-normal and fault-parallel components of motion on neq and the magnitude scaling factor (MSF). It was found that when the fault-normal and fault-parallel motions were treated individually, the former yielded a lower neq than the latter. Additionally, when the combined effects of fault-normal and fault-parallel components were considered, it was found that the MSF were higher than those commonly used. This implies that motions containing near-fault effects are less demanding on the soil than motions that do not. This may be one of several factors that resulted in less severe liquefaction occurring during the Darfield earthquake than the Christchurch earthquake.
Transcript of Brenda's earthquake story, captured by the UC QuakeBox project.
Information site provided by Christchurch residents group formed to advocate and protect the rights of home owners in the aftermath of the Canterbury earthquakes. Provides articles and legal advice on getting fair compensation and dealing with government beaurocracy.
Transcript of Jan's earthquake story, captured by the UC QuakeBox project.
Transcript of Anton Wartmann's earthquake story, captured by the UC QuakeBox project.
Transcript of participant number NB763's earthquake story, captured by the UC QuakeBox project.
Transcript of Mark Elstone's earthquake story, captured by the UC QuakeBox project.
Summary of oral history interview with Rana about her experiences of the Canterbury earthquakes
The "Lyttelton Harbour Review" newsletter for 15 April 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 18 March 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 8 April 2013, produced by the Lyttelton Harbour Information Centre.
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The Earthquake Commission has brought forward its deadline for repairing thousands of earthquake-damaged properties in Canterbury by 12 months.
New Zealand's devastating Canterbury earthquakes provided an opportunity to examine the efficacy of existing regulations and policies relevant to seismic strengthening of vulnerable buildings. The mixed-methods approach adopted, comprising both qualitative and quantitative approaches, revealed that some of the provisions in these regulations pose as constraints to appropriate strengthening of earthquake-prone buildings. Those provisions include the current seismic design philosophy, lack of mandatory disclosure of seismic risks and ineffective timeframes for strengthening vulnerable buildings. Recommendations arising from these research findings and implications for pre-disaster mitigation for future earthquake and Canterbury's post-disaster reconstruction suggest: (1) a reappraisal of the requirements for earthquake engineering design and construction, (2) a review and realignment of all regulatory frameworks relevant to earthquake risk mitigation, and (3) the need to develop a national programme necessary to achieve consistent mitigation efforts across the country. These recommendations are important in order to present a robust framework where New Zealand communities such as Christchurch can gradually recover after a major earthquake disaster, while planning for pre-disaster mitigation against future earthquakes. AM - Accepted Manuscript
The University of Canterbury's CEISMIC project is building a digital archive of earthquake-related information
Transcript of June's earthquake story, captured by the UC QuakeBox project.
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Transcript of Edel Walker's earthquake story, captured by the UC QuakeBox project.
Transcript of Al Park's earthquake story, captured by the UC QuakeBox project.
The aim of this thesis was to examine the spatial and the temporal patterns of anxiety and chest pain resulting from the Canterbury, New Zealand earthquaeks. Three research objectives were identified: examine any spatial or termporal clusters of anxiety and chest pain; examine the associations between anxiety, chest pain and damage to neighbourhood; and determine any statistically significant difference in counts of anxiety and chest pain after each earthquake or aftershock which resulted in severe damage. Measures of the extent of liquefaction the location of CERA red-zones were used as proxy measures for earthquake damage. Cases of those who presented to Christchurch Public Hospital Emergency Department with either anxiety or chest pain between May 2010 and April 2012 were aggregated to census area unit (CAU) level for analysis. This thesis has taken a unique approach to examining the spatial and spatio-temporal variations of anxiety and chest pain after an earthquake and offers unique results. This is the first study of its kind to use a GIS approach when examining Canterbury specific earthquake damage and health variables at a CAU level after the earthquakes. Through the use of spatio-termporal scan modelling, negative and linear regression modelling and temporal linear modelling with dummy variables this research was able to conclude there are significant spatial and temporal variations in anxiety and chest pain resulting from the earthquakes. The spatio-termporal scan modelling identified a hot cluster of both anxiety and chest pain within Christchurch at the same time the earthquakes occurred. The negative binomial model found liquefaction to be a stronger predictor of anxiety than the Canterbury Earthquake Recovery Authority's (CERA) land zones. The linear regression model foun chest pain to be positively associated with all measures of earthquake damage with the exception of being in the red-zone. The temporal modelling identified a significant increase in anxiety cases one month after a major earthquake, and chest pain cases spiked two weeks after an earthquake and gradually decreased over the following five weeks. This research was limited by lack of control period data, limited measures of earthquake damage, ethical restrictions, and the need for population tracking data. The findings of this research will be useful in the planning and allocation of mental wellbeing resources should another similar event like the Canterbury Earthquakes occur in New Zealand.
The Earthquake Commission has just two days to settle all of the Canterbury earthquake claims worth less than 15-thousand-dollars.
Due to earthquake damage.