A photograph captioned by BeckerFraserPhotos, "Decorated cones on the side of Kingsford Street in the Horseshoe Lake district. The cones are a cheerful contrast to the collecting tank for chemical toilets in the background".
Photograph captioned by BeckerFraserPhotos, "Durham Street Methodist Church after the excavators had dug through the ruins to find the bodies of the three workers buried when the church collapsed on February 22".
Damage to a house in Richmond. A large crack runs through brickwork under a window, and one side of the wall has visibly slumped, leaving a gap between the bricks and the window frame. The photographer comments, "Cracking in the external brickwork".
A tent on Worcester Street set up for the soldiers stationed around the cordon. In the background, the damaged Our City O-Tautahi Building can be seen with steel bracing holding up the front.
A photograph of the earthquake damage to a block of shops on Colombo Street. The top section of the shops have collapsed and the bricks have spilled onto the footpath and road below.
A photograph of Pasifika House at the University of Canterbury. The house has a damaged chimney. A sign on the door reads, "The University is on emergency lock down. This includes the fale. Please do not enter.
A photograph of a crowd gathered at Smash Palace for the launch of the book 'Christchurch: The Transitional City', published by Freerange Press. The launch was part of FESTA 2012.
A photograph of emergency management personnel eating dinner in the restaurant of the Christchurch Art Gallery. The Art Gallery was used as the temporary headquarters for Civil Defence after the 22 February 2011 earthquake.
A crane hanging over Oxford Terrace photographed from Cambridge looking south down Colombo. To the right is the Forsyth Barr Building, and the corner of the Copthorne Hotel is also visible on the left.
Stone walls have collapsed on the Cranmer Courts building, exposing the rooms within. Building jacks hold up the corner of an upper room, preventing its further collapse. The photographer comments, "A bike ride around the CBD. Cranmer Courts, Montreal St".
The purpose of this research is to investigate men’s experiences of the 2016 7.8 magnitude Kaikōura earthquake and Tsunami. While, research into the impacts of the earthquake has been conducted, few studies have examined how gender shaped people’s experiences of this natural hazard event. Analysing disasters through a gender lens has significantly contributed to disaster scholarship in identifying the resilience and vulnerabilities of individuals and communities pre- and post-disaster (Fordham, 2012; Bradshaw, 2013). This research employs understandings of masculinities (Connell, 2005), to examine men’s strengths and challenges in responding, recovering, and coping following the earthquake. Qualitative inquiry was carried out in Northern Canterbury and Marlborough involving 18 face-to-face interviews with men who were impacted by the Kaikōura earthquake and its aftermath. Interview material is being analysed using thematic and narrative analysis. Some of the preliminary findings have shown that men took on voluntary roles in addition to their fulltime paid work resulting in long hours, poor sleep and little time spent with family. Some men assisted wives and children to high ground then drove into the tsunami zone to check on relatives or to help evacuate people. Although analysis of the findings is currently ongoing, preliminary findings have identified that the men who participated in the study have been negatively impacted by the 2016 Kaikōura earthquake. A theme identified amongst participants was an avoidance to seek support with the challenges they were experiencing due to the earthquake. The research findings align with key characteristics of masculinity, including demonstrating risky behaviours and neglecting self or professional care. This study suggests that these behaviours affect men’s overall resilience, and thus the resilience of the wider community.
Nowadays the telecommunication systems’ performance has a substantial impact on our lifestyle. Their operationality becomes even more substantial in a post-disaster scenario when these services are used in civil protection and emergency plans, as well as for the restoration of all the other critical infrastructure. Despite the relevance of loss of functionality of telecommunication networks on seismic resilience, studies on their performance assessment are few in the literature. The telecommunication system is a distributed network made up of several components (i.e. ducts, utility holes, cabinets, major and local exchanges). Given that these networks cover a large geographical area, they can be easily subjected to the effects of a seismic event, either the ground shaking itself, or co-seismic events such as liquefaction and landslides. In this paper, an analysis of the data collected after the 2010-2011 Canterbury Earthquake Sequence (CES) and the 2016 Kaikoura Earthquake in New Zealand is conducted. Analysing these data, information gaps are critically identified regarding physical and functional failures of the telecommunication components, the timeline of repair/reconstruction activities and service recovery, geotechnical tests and land planning maps. Indeed, if these missing data were presented, they could aid the assessment of the seismic resilience. Thus, practical improvements in the post-disaster collection from both a network and organisational viewpoints are proposed through consultation of national and international researchers and highly experienced asset managers from Chorus. Finally, an outline of future studies which could guide towards a more resilient seismic performance of the telecommunication network is presented.
Memorial design in the West has been explored in depth (Stevens and Franck, 2016; Williams, 2007), and for landscape architects it presents opportunities and challenges. However, there is little in the English language literature about memorial design in China. How have Chinese designers responded to the commemorative settings of war and disaster? This study will adopt the method of case study to analyse two of the most representative memorials in China: Nanjing Massacre Memorial Hall (war) and Tangshan Earthquake Memorial Hall (disaster). Both landscapes have undergone three or four renovations and extensions in the last four decades, demonstrating the practical effects of the Chinese landscape theory. These examples of responses to trauma through memorial landscape interventions are testimonies to the witnesses, victims, abusers, ordinary people, youth and the place where the tragedy took place. This study will explore the reconstruction and expansion of the two memorials under the background of China's policies on memorial landscapes in different periods, as well as their functions of each stage. The research will examine how existing Chinese memorial theories exhibit unique responses at different times in response to the sadness and needs experienced by different users. Key Words:memorial landscape; memorial language; victims; descriptive; architecture; experence; disaster; memorial hall; landscape development; Chinese memorial; war.
Liquefaction-induced lateral spreading during the 2011 Christchurch earthquake in New Zealand was severe and extensive, and data regarding the displacements associated with the lateral spreading provides an excellent opportunity to better understand the factors that influence these movements. Horizontal displacements measured from optical satellite imagery and subsurface data from the New Zealand Geotechnical Database (NZGD) were used to investigate four distinct lateral spread areas along the Avon River in Christchurch. These areas experienced displacements between 0.5 and 2 m, with the inland extent of displacement ranging from 100 m to over 600 m. Existing empirical and semi-empirical displacement models tend to under estimate displacements at some sites and over estimate at others. The integrated datasets indicate that the areas with more severe and spatially extensive displacements are associated with thicker and more laterally continuous deposits of liquefiable soil. In some areas, the inland extent of displacements is constrained by geologic boundaries and geomorphic features, as expressed by distinct topographic breaks. In other areas the extent of displacement is influenced by the continuity of liquefiable strata or by the presence of layers that may act as vertical seepage barriers. These observations demonstrate the need to integrate geologic/geomorphic analyses with geotechnical analyses when assessing the potential for lateral spreading movements.
Natural catastrophes are increasing worldwide. They are becoming more frequent but also more severe and impactful on our built environment leading to extensive damage and losses. Earthquake events account for the smallest part of natural events; nevertheless seismic damage led to the most fatalities and significant losses over the period 1981-2016 (Munich Re). Damage prediction is helpful for emergency management and the development of earthquake risk mitigation projects. Recent design efforts focused on the application of performance-based design engineering where damage estimation methodologies use fragility and vulnerability functions. However, the approach does not explicitly specify the essential criteria leading to economic losses. There is thus a need for an improved methodology that finds the critical building elements related to significant losses. The here presented methodology uses data science techniques to identify key building features that contribute to the bulk of losses. It uses empirical data collected on site during earthquake reconnaissance mission to train a machine learning model that can further be used for the estimation of building damage post-earthquake. The first model is developed for Christchurch. Empirical building damage data from the 2010-2011 earthquake events is analysed to find the building features that contributed the most to damage. Once processed, the data is used to train a machine-learning model that can be applied to estimate losses in future earthquake events.
The Colombo Street Bridge over the Avon River. Scaffolding has been placed under the bridge so workers can access the area underneath.
Damage to the Cathedral of the Blessed Sacrament. Extensive damage can be seen on the north-west and south-west corners of the building.
Photograph captioned by BeckerFraserPhotos, "The boulder-damaged administration building for the Lyttelton tunnel at the Heathcote end of the tunnel".
Photograph captioned by BeckerFraserPhotos, "The final act of clearing the Cashmere Anglican Church, loading the digger onto the transporter".
Damage to the top of the gable of the Octagon Live Restaurant (formerly the Trinity Congregational Church) on Manchester Street.
Photograph captioned by BeckerFraserPhotos, "The deconstruction of the building with the Grumpy Mole in the bottom, intersection of Manchester and Cashel Streets".
The Untouched World shop on Worcester Street. Several chimneys have broken away from the side of the building and collapsed onto the footpath.
The collapsed rear wall of a building on Armagh Street. The bricks and timber from the wall have spilled onto the section's lawn.
A photograph of some of the parts of the Townsend Telescope. Many of the parts were damaged during the 22 February 2011 earthquake.
A photograph submitted by Francis Vallance to the QuakeStories website. The description reads, "The organ sticking out from the remains of St Mary’s Merivale Church".
A photograph of Sumner and the Avon-Heathcote estuary taken prior to the 4 September 2010 earthquake. Shag Rock is visible near the centre of the photograph.
A lamp post in the centre of Cranmer Square. The top of the lamp post has bent during the 22 February 2011 earthquake.
The demolition of the Cranmer Centre, formerly the Christchurch Girls High School, on the corner of Montreal and Armagh Streets.
Bricks littering the street below the former Sumner Borough Council building. The building is cordoned off, and shipping containers protect the street from further falling masonry.
Damage to the Music Centre of Christchurch. Brickwork has fallen from the gable ends of the building, collapsing the entryway.