A photograph looking east down Gloucester Street, taken at the intersection of Oxford Terrace. The road is closed to vehicles and crowds of people are walking through.
A photograph captioned by BeckerFraserPhotos, "Bus stop in New Brighton Road. There is a lack of vertical points of reference in most of east Christchurch".
A photograph looking east down Gloucester Street, taken at the intersection of Oxford Terrace. The road is closed to vehicles and crowds of people are walking through.
Photograph captioned by BeckerFraserPhotos, "Oran and Waitaki Streets, Bexley".
Photograph captioned by BeckerFraserPhotos, "Ching Gardens and Irene Street, Horseshoe Lake".
Photograph captioned by BeckerFraserPhotos, "Ching Gardens and Irene Street, Horseshoe Lake".
Photograph captioned by BeckerFraserPhotos, "Bexley Road and Waitaki Street".
A photograph looking east down Worcester Street from the Christchurch Arts Centre. In the distance, the earthquake-damaged Christ Church Cathedral can be seen, with a crane in front.
A digital photograph in a PDF format with caption. Image showing one of the spectators on the Avondale bridge, a few minutes before the 2012 Earthquake Memorial, looking North-East.
A digital photograph in PDF format with caption, looking North East down Liggins street, where it intersects with Jean Batten St. An empty Red Zoned lot is also on the corner.
A photograph captioned by BeckerFraserPhotos, "South-facing cityscape looking east to west from the top of the BNZ building in Cathedral Square. Stitched together from nine images".
Photograph captioned by BeckerFraserPhotos, "A view looking across High Street to the site of the New Excelsior Backpackers on the south-east corner of Manchester and High Streets".
Photograph captioned by BeckerFraserPhotos, "Seabreeze Close and Wetlands Grove, Bexley".
Photograph captioned by BeckerFraserPhotos, "Micham Place, Fordingham and Sopley Lanes, Bexley".
A photograph looking south-east across Lichfield Street from near the intersection with Colombo Street. Many of the buildings on Lichfield Street have been demolished, with others patched up with plywood.
A photograph looking east down Gloucester Street, taken from the Cambridge Terrace intersection. The road has been cordoned off ahead, and many excavators and cranes can be seen in the distance.
A photograph captioned by BeckerFraserPhotos, "North-facing cityscape looking from west to north-east from the top of the BNZ building in Cathedral Square. Stitched together from nine images".
A PDF copy of a letter from the Anglican Advocacy (formerly the Anglican Life Social Justice Unit), to Christchurch City Council requesting exemption from parking requirements for inner city east landowners.
Photograph captioned by BeckerFraserPhotos, "Worcester Street looking east from Colombo Street. The Westende building on the left is a new building, and Radio Networks House will be demolished by implosion".
A photograph looking east down Gloucester Street, towards the intersection of Manchester Street. On-lookers are surveying earthquake damage from behind the cordon. The Christchurch City Council parking building can be seen in the distance.
A zip file of an interactive 360-degree panoramic photograph in HTML5 format. The photograph was taken at the eastern intersection of Cathedral Square and Worcester Street on 23 August 2012.
A zip file of an interactive 360-degree panoramic photograph in SWF format. The photograph was taken at the eastern intersection of Cathedral Square and Worcester Street on 23 August 2012.
A zip file of an interactive 360-degree panoramic photograph in HTML5 format. The photograph was taken at the eastern intersection of Cathedral Square and Worcester Street on 5 March 2012.
Photograph captioned by BeckerFraserPhotos, "The intersection of Hereford, Colombo and High Streets with the BNZ building in the process of demolition".
A zip file of an interactive 360-degree panoramic photograph in SWF format. The photograph was taken at the eastern intersection of Cathedral Square and Worcester Street on 5 March 2012.
A photograph looking south-east across Gloucester Street, taken from the Cambridge Terrace intersection. The road has been cordoned off ahead, and many excavators and cranes can be seen in the distance. A soldier is guarding the cordon.
A photograph looking east down Gloucester Street, taken from the Cambridge Terrace intersection. The road has been cordoned off ahead, and many excavators and cranes can be seen in the distance. A soldier is guarding the cordon.
A photograph looking east down Armagh Street from the Provincial Chambers Buildings. In the distance, the Victoria Apartments, Forsyth Barr, and PricewaterhouseCoopers buildings can be seen, as well as two cordon fences and a crane.
A photograph of a paste-up from the Roger Sutton/Man About Town series, created by Nathan Ingram and Jemma Brown. The paste-up is titled "Love Man", and is on the east side of the Victoria Mansions building.
During the Christchurch earthquake of February 2011, several midrise buildings of Reinforced Concrete Masonry (RCM) construction achieved performance levels in the range of life safety to near collapse levels. These buildings were subjected to seismic demands higher than the building code requirements of the time and higher than the current New Zealand Loadings Standard (NZS-1170.5:2004). Structural damage to these buildings has been documented and is currently being studied to establish lessons to be learned from their performance and how to incorporate these lessons into future RCM design and construction practices. This paper presents a case study of a six story RCM building deemed to have reached the near collapse performance level. The RCM walls on the 2nd floor failed due to toe crushing reducing the building’s lateral resistance in the east-west direction. A nonlinear dynamic analysis on a 3D model was conducted to simulate the development of the governing failure mechanism. Preliminary analysis results show that the damaged walls were initially under large compression forces from gravity loads which caused increase in their lateral strength and reduced their ductility. After toe crushing failure developed, axial instability of the model was prevented by a redistribution of gravity loads.