Safety Initiative: Early warning system of ground and structural movement
Articles, UC QuakeStudies
A document describing the early warning system to alert team members of ground and structural movement at the Arch.
A document describing the early warning system to alert team members of ground and structural movement at the Arch.
A web story about the return of the stone lions to the Memorial Arch.
A presentation prepared by one of the site engineers restoring the Memorial Arch and Bridge of Remembrance, outlining the damage to the structures, the repair designs and the construction methodologies.
A document describing the use of a remotely operated hydraulic jaw crusher to avoid the need to make confined space entries.
A presentation prepared by SCIRT's Downer Communciation Lead, providing an overview of the community engagement carried out by the Downer Team during the restoration of the Bridge and Arch.
A web story about a site visit to the Bridge and Arch by local school pupils.
A document describing the confined spaces "dummy run".
A document describing Downer's use of column seismic clamps to prevent additional damage to the Arch columns.
A document describing Downer's approach to containing bentonite when drilling micro piles for the new Arch foundations.
A web story about the model design work by Christ's College pupils.
A document which describes the process that SCIRT took to restore the Bridge of Remembrance and Memorial Arch.
A poster which was prepared to go with the award application for the Canterbury Heritage Awards 2016.
Posters which describe the earthquake damage, planned restoration methods and historic information about the Bridge of Remembrance and Memorial Arch. These posters were hung on the fencing around the Bridge and Arch to inform the public about the work taking place.
A series of communication updates provided by SCIRT's Downer Delivery Team to the Christchurch City Council. These updates detailed the progress of the Arch and Bridge restoration. The updates were produced between 28 June 2013 and 8 September 2015.
A copy of the award application for the Canterbury Heritage Awards 2016.
A document describing Downer's planned approach for neutralising the high pH of any potential bentonite or grout discharge into the Avon river.
A paper presented at the New Zealand Concrete Industry Conference 2015 about the design and construction challenges faced when strengthening the Memorial Arch.
A document describing the use of 3D modelling for construction methodology.
A significant portion of economic loss from the Canterbury Earthquake sequence in 2010-2011 was attributed to losses to residential buildings. These accounted for approximately $12B of a total $40B economic losses (Horspool, 2016). While a significant amount of research effort has since been aimed at research in the commercial sector, little has been done to reduce the vulnerability of the residential building stock.
Seismic isolation is an effective technology for significantly reducing damage to buildings and building contents. However, its application to light-frame wood buildings has so far been unable to overcome cost and technical barriers such as susceptibility to movement during high-wind loading. The precursor to research in the field of isolation of residential buildings was the 1994 Northridge Earthquake (6.7 MW) in the United States and the 1995 Kobe Earthquake (6.9 MW) in Japan. While only a small number of lives were lost in residential buildings in these events, the economic impact was significant with over half of earthquake recovery costs given to repair and reconstruction of residential building damage. A value case has been explored to highlight the benefits of seismically isolated residential buildings compared to a standard fixed-base dwellings for the Wellington region. Loss data generated by insurance claim information from the 2011 Christchurch Earthquake has been used by researchers to determine vulnerability functions for the current light-frame wood building stock. By further considering the loss attributed to drift and acceleration sensitive components, and a simplified single degree of freedom (SDOF) building model, a method for determining vulnerability functions for seismic isolated buildings was developed. Vulnerability functions were then applied directly in a loss assessment using the GNS developed software, RiskScape. Vulnerability was shown to dramatically reduce for isolated buildings compared to an equivalent fixed-base building and as a result, the monetary savings in a given earthquake scenario were significant. This work is expected to drive further interest for development of solutions for the seismic isolation of residential dwellings, of which one option is further considered and presented herein.