
Demolition (Deconstruction) of the partially pancaked multi story car park above the old Smith City building. Taken from the Moorhouse-Colombo Street flyover.
A view of the Victoria Street clocktower from Montreal Street. On the left is a crane working on the deconstruction of the Strategy Building.
A view of the Victoria Street clocktower from Montreal Street. On the left is a crane working on the deconstruction of the Strategy Building.
The removal of rubble from the earthquake-stricken centre of Christchurch will start again today, once the worst of the ice in the central city melts.
Photograph captioned by BeckerFraserPhotos, "Office of MP Brendon Burns. The steel girders in the foreground are from the deconstruction of Avonmore House opposite".
Photograph captioned by BeckerFraserPhotos, "Demolition of an apartment building in Cashel Street".
Photograph captioned by BeckerFraserPhotos, "60 Cashel Street under de-construction. Only the shell of the building remains".
Photograph captioned by BeckerFraserPhotos, "60 Cashel Street under de-construction. Only the shell of the building remains".
A photograph captioned by BeckerFraserPhotos, "The Hotel Grand Chancellor viewed from Hereford Street. It is now hard to recognise with many of its exterior panels removed during the deconstruction process".
Photograph captioned by BeckerFraserPhotos, "The demolition of 728 Colombo Street".
A photograph captioned by BeckerFraserPhotos, "A crane above the Gallery Apartments on Gloucester Street".
Photograph captioned by BeckerFraserPhotos, "When a business recovery or deconstruction crew are working inside a building, there is usually a watcher outside on the street. This one looked quite comfortable in Armagh Street".
A photograph captioned by BeckerFraserPhotos, "Demolition workers in the Hotel Grand Chancellor".
Photograph captioned by BeckerFraserPhotos, "Demolition workers up high on the Hotel Grand Chancellor".
A photograph captioned by BeckerFraserPhotos, "Demolition workers in the Hotel Grand Chancellor".
Photograph captioned by BeckerFraserPhotos, "Demolition workers up high on the Hotel Grand Chancellor".
Photograph captioned by BeckerFraserPhotos, "A demolition worker up high on the Hotel Grand Chancellor".
A photograph captioned by BeckerFraserPhotos, "A partially-demolished building on the corner of Gloucester and Colombo Streets".
A photograph of workers suspended in a crane basket beside a partially-deconstructed building at 728 Colombo Street.
Photograph captioned by BeckerFraserPhotos, "Nearly everyone in the vicinity of the Hotel Grand Chancellor is focused upon the demolition activities".
A photograph captioned by BeckerFraserPhotos, "The corner of Victoria Street and Kilmore Streets, overlooking the demolition site of the Copthorne Hotel on Durham Street".
A photograph captioned by BeckerFraserPhotos, "Workers deconstructing the Hotel Grand Chancellor. Panels are being detached and the crane is lowering them to the ground".
A photograph captioned by BeckerFraserPhotos, "A worker tossing material out the window of Charles Luney House, into a skip on Armagh Street below".
This paper outlines the deconstruction, redesign and reconstruction of a 2 storey timber building at the University of Canterbury, in Christchurch, New Zealand. The building consists of post tensioned timber frames and walls for lateral and gravity resistance, and timber concrete composite flooring. Originally a test specimen, the structure was subjected to extreme lateral displacements in the University structural testing laboratory. This large scale test of the structural form showed that post tensioned timber can withstand high levels of drift with little to no structural damage in addition to displaying full recentering characteristics with no residual displacements, a significant contributor to post earthquake cost. The building subsequently has been dismantled and reconstructed as offices for the Structural Timber Innovation Company (STIC). In doing this over 90% of the materials have been recycled which further enhances the sustainability of this construction system. The paper outlines the necessary steps to convert the structure from a test specimen into a functioning office building with minimal wastage and sufficient seismic resistance. The feasibility of recycling the structural system is examined using the key indicators of cost and time.