A photograph of buildings in Poplar Lane. The photograph is captioned by Paul Corliss, "Tuam Street and High Street shops, CBD. By Alice's".
Wood and bricks on Canterbury Street in Lyttelton. This construction material has been stripped from the house behind. To the right is a digger.
A photograph captioned by BeckerFraserPhotos, "Demolition of 291 Madras Street".
A photograph of buildings in Poplar Lane. The photograph is captioned by Paul Corliss, "Tuam Street and High Street shops, CBD. By Alice's".
Clearing a site on Norwich Quay in Lyttelton.
Photograph captioned by BeckerFraserPhotos, "Hereford Street - the remains of St Johns Church (left), Arrow International empty site. CTV site and the IRD building (right)".
An aerial photograph of the IRD Building in the Christchurch central city and the surrounding area. The photograph has been captioned by BeckerFraserPhotos, "There are many empty sites in this part of the CBD. The street running up the photograph from the left to the right is Cashel Street. The empty site left of centre with the trees is where St John's Church has been demolished. To the left of the IRD building, is the site of the CTV Building".
Photograph captioned by BeckerFraserPhotos, "Wildflowers in a Sydenham demolition site".
The empty demolition site of Shadbolt House on Norwich Quay in Lyttelton.
Flowers on the fence outside the demolition site of the Crown Plaza Hotel.
Photograph captioned by BeckerFraserPhotos, "The demolition site of 151 Kilmore Street".
Saturday 11 August 2012. File reference: CCL-2012IMG_6247 From the collection of Christchurch City Libraries.
Saturday 11 August 2012. File reference: CCL-2012 IMG_6246 From the collection of Christchurch City Libraries.
Saturday 11 August 2012. File reference: CCL-2012IMG_6248 From the collection of Christchurch City Libraries.
Background This study examines the performance of site response analysis via nonlinear total-stress 1D wave-propagation for modelling site effects in physics-based ground motion simulations of the 2010-2011 Canterbury, New Zealand earthquake sequence. This approach allows for explicit modeling of 3D ground motion phenomena at the regional scale, as well as detailed nonlinear site effects at the local scale. The approach is compared to a more commonly used empirical VS30 (30 m time-averaged shear wave velocity)-based method for computing site amplification as proposed by Graves and Pitarka (2010, 2015), and to empirical ground motion prediction via a ground motion model (GMM).
Photograph captioned by BeckerFraserPhotos, "The site of Community House, 141-147 Hereford Street".
Photograph captioned by BeckerFraserPhotos, "The demolition site of 151 Kilmore Street".
Photograph captioned by BeckerFraserPhotos, "The demolition site of 151 Kilmore Street".
Photograph captioned by BeckerFraserPhotos, "Demolition site of Copthorne on Durham Street".
Photograph captioned by BeckerFraserPhotos, "Working at the Haldenstein's/Unlimited Paenga School site".
Photograph captioned by BeckerFraserPhotos, "The site of Base Backpackers at 56 Cathedral Square".
Photograph captioned by BeckerFraserPhotos, "The site of the DIA building, 92 Hereford Street".
An aerial photograph looking over the demolished site of the QE II stadium.
Photograph captioned by BeckerFraserPhotos, "Site of St Lukes Church, Kilmore Street".
Photograph captioned by BeckerFraserPhotos, "Site of St Lukes Church, Kilmore Street".
Photograph captioned by BeckerFraserPhotos, "Site of St Lukes Church, Kilmore Street".
Photograph captioned by BeckerFraserPhotos, "Site of St Lukes Church, Kilmore Street".
A photograph of a demolition site on Gloucester Street.
Photograph captioned by BeckerFraserPhotos, "Demolition site of Copthorne on Durham Street".
A sign on a fence on St Asaph Street reading, 'Danger, demolition site, keep out'.