Photograph captioned by BeckerFraserPhotos, "PriceWaterhouseCoopers Building (under demolition, lower centre), Clarendon Tower (under demolition upper centre), New Regent Street (lower left) and New Press building at the left end of New Regent Street".
Building Record Form for Fisher's Building, 280 High Street, Christchurch
Building Record Form for the Harald's Building, 80 Lichfield Street, Christchurch
Building Record Form for the YWCA Building, 268 Madras Street, Christchurch
Building Record form for Regent Theatre Building, 39 Cathedral Square, Christchurch
Building Record Form for Strange's Building, 219-223 High Street, Christchurch
Building Record Form for the Press Building, 32 Cathedral Square, Christchurch
A document which describes the establishment of the SCIRT Women in Construction (SWIC) group and its achievements.
Friday 22 February 2013. File reference: CCL-2013 -02-22-IMG_4026 From the collection of Christchurch City Libraries.
File reference: CCL-2012-02-22-IMG_9693 From the collection of Christchurch City Libraries.
Building Record Form for the Canterbury Television Building, 202 Gloucester Street, Christchurch
Building Record Form for the ANZ Bank Building, 188 High Street, Christchurch.
Building Record Form for the former Gas Company Building, 94 Gloucester St, Christchurch
Building Record Form for the T & G Building, 190-192 Hereford Street, Christchurch
Building Record Form for the Theosophical Society Building, 267 Cambridge Terrace, Christchurch.
Building Record Form for M.E.D. Building, 218 Manchester Street, Christchurch.
Building Record Form for the Canterbury Jockey Club Building, 128 Oxford Terrace, Christchurch
Building Record Form for the former Lyttelton Times Building, 56 Cathedral Square, Christchurch
Building Record Form for the former Theatre Royal Building, 148-154 Gloucester Street, Christchurch
Building Record Form for the former NZ Trust and Loan Building, 84 Hereford Street, Christchurch
Page 4 of Section A of the Christchurch Press, published on Saturday 18 August 2012.
Building Record Form for the former Canterbury Times and Star Building, 134-140 Gloucester Street, Christchurch
Building Record Form for the Union Centre Building (formerly Armstrongs), Corner 91-107 Armagh Street and Colombo Street, Christchurch
Earthquake-prone is an official classification of buildings under 34 percent of new building standards.
Page 5 of Section A of the South Island edition of the Christchurch Press, published on Saturday 18 August 2012.
Page 1 of Section A of the Christchurch Press, published on Thursday 12 May 2011.
Damage to the Provincial Chambers building on Durham Street. The front wall has collapsed onto the street, bringing the roof down with it. Scaffolding that was placed around the building after the 4 September 2010 earthquake has also collapsed.
Page 4 of Section C of the Christchurch Press, published on Saturday 9 April 2011.
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 of light-weight buildings to movement under high-wind loading. The 1994 Northridge Earthquake (6.7 MW) in the United States, 1995 Kobe Earthquake (6.9 MW) in Japan and 2011 Christchurch Earthquake (6.7 Mw) all highlighted significant loss to light-frame wood buildings with over half of earthquake recovery costs allocated to their repair and reconstruction. This poster presents a value case to highlight the benefits of seismically isolated residential buildings compared to the standard fixed-base dwellings for the Wellington region. Loss data generated by insurance claim information from the 2011 Christchurch Earthquake has been used to determine vulnerability functions for the current light-frame wood building stock. By using a simplified single degree of freedom (SDOF) building model, methods for determining vulnerability functions for seismic isolated buildings are developed. Vulnerability functions are then applied directly in a loss assessment to determine the Expected Annual Loss. Vulnerability was shown to dramatically reduce for isolated buildings compared to an equivalent fixed-base building resulting in significant monetary savings, justifying the value case. A state-of-the-art timber modelling software, Timber3D, is then used to model a typical residential building with and without seismic isolation to assess the performance of a proposed seismic isolation system which addresses the technical and cost issues.
The CTV collapse is the worst and most devastating, from what I saw of the CBD yesterday.