Damage to the Cathedral of the Blessed Sacrament. Large cracks are visible in the walls.
Photograph captioned by BeckerFraserPhotos, "Press Building, Cathedral Square. Top floor collapsed during the February 22 earthquake".
A gap between the house and the foundations along Avonside drive caused when the house was lifted during the 4 September earthquake.
A photograph of the first page of a copy of a Level 1 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the second page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the third page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the first page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
Photograph captioned by BeckerFraserPhotos, "South-east corner of Madras and Lichfield Streets".
Following the devastation of the Canterbury earthquake sequence a unique opportunity exists to rebuild and restructure the city of Christchurch, ensuring that its infrastructure is constructed better than before and is innovative. By installing an integrated grid of modern sensor technologies into concrete structures during the rebuild of the Christchurch CBD, the aim is to develop a network of self-monitored ‘digital buildings’. A diverse range of data will be recorded, potentially including parameters such as concrete stresses, strains, thermal deformations, acoustics and the monitoring of corrosion of reinforcement bars. This procedure will allow an on-going complete assessment of the structure’s performance and service life, both before and after seismic activity. The data generated from the embedded and surface mounted sensors will be analysed to allow an innovative and real-time health monitoring solution where structural integrity is continuously known. This indication of building performance will allow the structure to alert owners, engineers and asset managers of developing problems prior to failure thresholds being reached. A range of potential sensor technologies for monitoring the performance of existing and newly constructed concrete buildings is discussed. A description of monitoring work conducted on existing buildings during the July 2013 Cook Strait earthquake sequence is included, along with details of current work that investigates the performance of sensing technologies for detecting crack formation in concrete specimens. The potential market for managing the real-time health of installed infrastructure is huge. Civil structures all over the world require regular visual inspections in order to determine their structural integrity. The information recorded during the Christchurch rebuild will generate crucial data sets that will be beneficial in understanding the behaviour of concrete over the complete life cycle of the structure, from construction through to operation and building repairs until the time of failure. VoR - Version of Record
A photograph captioned by BeckerFraserPhotos, "ChristChurch Cathedral".
A photograph captioned by BeckerFraserPhotos, "ChristChurch Cathedral".
A photograph captioned by BeckerFraserPhotos, "ChristChurch Cathedral".
A photograph captioned by BeckerFraserPhotos, "Christ Church Cathedral".
A photograph captioned by BeckerFraserPhotos, "ChristChurch Cathedral".
A photograph of the damaged Christ Church Cathedral.
A photograph captioned by BeckerFraserPhotos, "ChristChurch Cathedral".
A photograph of the damaged Christ Church Cathedral.
Photograph captioned by BeckerFraserPhotos, "Detail of 173 Gloucester Street".
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.
A photograph of Luis Castillo, structural engineer for Aurecon, giving a speech at the Pallet Pavilion as part of FESTA 2013.
A photograph of Luis Castillo, structural engineer for Aurecon, giving a speech at the Pallet Pavilion as part of FESTA 2013.
Photograph captioned by BeckerFraserPhotos, "772 - 774 Colombo Street".
A photograph captioned by BeckerFraserPhotos, "Bells from the ChristChurch Cathedral".
Colour photograph of the north side of St. Elmo's Courts after the 4 September 2010 earthquake, during which it suffered extensive structural damage.
University of Canterbury students outside one of the tents used while lecture theatres were closed for structural testing. The photographer comments, "Students leave a lecture tent".
Damage to a building on Manchester Street. The large diagonal cracks between the windows indicate the building has suffered serious structural damage.
A photograph of the photocopy template for the Christchurch City Council's yellow sticker. The sticker was used by the Civil Defence after the 2010 and 2011 earthquakes to indicate that a building had been inspected and that structural damage or other safety hazards had been found. The sticker states that there should be no entry to the building, 'except on essential business'. It also states that 'earthquake aftershocks present danger' and that people who enter must do so at their own risk.
A photograph of structural engineers taking a lunch break outside the temporary Civil Defence headquarters at the Christchurch Art Gallery on Montreal Street.
Photograph captioned by BeckerFraserPhotos, "Detail of Grand Chancellor Hotel viewed from Manchester Street".
Photograph captioned by BeckerFraserPhotos, "Copthorne Hotel, 335 Durham Street, viewed from Kilmore Street".