
Photograph captioned by Fairfax, "Closed backpackers (earthquake damaged) building".
A graphic showing proposed new buildings for central Christchurch.
Photograph captioned by Fairfax, "Building damage after Christchurch earthquake".
Revealed after the SoulFood Cafe building was demolished
Revealed after the SoulFood Cafe building was demolished
Light timber framed (LTF) structures provide a cost-effective and structurally efficient solution for low-rise residential buildings. This paper studies seismic performance of single-storey LTF buildings sheathed by gypsum-plasterboards (GPBs) that are a typical lining product in New Zealand houses. Compared with wood-based structural panels, GPBs tend to be more susceptible to damage when they are used in bracing walls to resist earthquake loads. This study aims to provide insights on how the bracing wall irregularity allowed by the current New Zealand standard NZS 3604 and the in-plane rigidity of ceiling diaphragms affect the overall seismic performance of these GPB-braced LTF buildings. Nonlinear time-history analyses were conducted on a series of single-storey baseline buildings with different levels of bracing wall irregularities and ceiling diaphragm rigidity. The results showed significant torsional effect caused by the eccentric bracing wall layout with semi-rigid/rigid ceiling diaphragms. On average, bracing wall drift demand caused by the extreme bracing wall irregularities was three times of that in the regular bracing wall layout under the rigid diaphragm assumption. This finding agreed well with the house survey after the 2011 Canterbury Earthquake in which significantly more damage was observed in the houses with irregular bracing wall layouts and relatively rigid diaphragms. Therefore, it is recommended to limit the level of bracing wall eccentricity and ensure the sufficiently rigid diaphragms to avoid excessive damage in these LTF buildings in future events.
As part of a seismic retrofit scheme, surface bonded glass fiber-reinforced polymer (GFRP) fabric was applied to two unreinforced masonry (URM) buildings located in Christchurch, New Zealand. The unreinforced stone masonry of Christchurch Girls’ High School (GHS) and the unreinforced clay brick masonry Shirley Community Centre were retrofitted using surface bonded GFRP in 2007 and 2009, respectively. Much of the knowledge on the seismic performance of GFRP retrofitted URM was previously assimilated from laboratory-based experimental studies with controlled environments and loading schemes. The 2010/2011 Canterbury earthquake sequence provided a rare opportunity to evaluate the GFRP retrofit applied to two vintage URM buildings and to document its performance when subjected to actual design-level earthquake-induced shaking. Both GFRP retrofits were found to be successful in preserving architectural features within the buildings as well as maintaining the structural integrity of the URM walls. Successful seismic performance was based on comparisons made between the GFRP retrofitted GHS building and the adjacent nonretrofitted Boys’ High School building, as well as on a comparison between the GFRP retrofitted and nonretrofitted walls of the Shirley Community Centre building. Based on detailed postearthquake observations and investigations, the GFRP retrofitted URM walls in the subject buildings exhibited negligible to minor levels of damage without delamination, whereas significant damage was observed in comparable nonretrofitted URM walls. AM - Accepted Manuscript
A red double-decker tour bus sits outside the former Registry building of the Christchurch Arts Centre. A broken window has been boarded up and security fencing has been placed around the building. A sign pointing towards the Christchurch Art Gallery is attached to the fence.
Photograph captioned by Fairfax, "The new Christchurch Council building has suffered only cosmetic damage in the September 4th earthquake. Construction workers abseil down the side of the civic building checking for any damage".
A video of an address by Russell Stanners, CEO of Vodafone, at the 2015 Seismics and the City forum. This talk focuses on smart buildings and new ways of working.
A video of an address by Corrine Haines, Managing Director of Trimble, at the 2015 Seismics and the City forum. This talk focuses on smart buildings and new ways of working.
Photograph captioned by Fairfax, "Owner of Real Groovy Records Paul Huggins outside their new premises in the old Penny Cycles building on the corner of Manchester and Tuam Streets after the earthquake damaged their old building".
Photograph captioned by Fairfax, "Owner of Real Groovy Records Paul Huggins outside their new premises in the old Penny Cycles building on the corner of Manchester and Tuam Streets after the earthquake damaged their old building".
Photograph captioned by Fairfax, "Owner of Real Groovy Records Paul Huggins outside their new premises in the old Penny Cycles building on the corner of Manchester and Tuam Streets after the earthquake damaged their old building".
A map showing the location of properties being purchased by the Crown for the frame and bus interchange.
Damage to the building that housed the LSI English Language School on Peterborough Street. The side wall where bricks have fallen from has been covered up, and the area around the building has been cordoned off. Piles of bricks are still visible on the site.
- Thomas Hughes, Tom Brown’s School Days, 1857 It’s hard to picture what many of Christchurch’s buildings looked like before the earthquake. For many locals the torn down remains of a building or an empty lot remind them of a … Continue reading →
An entry from Ruth Gardner's blog for 22 March 2012 entitled, "Lamenting the Loss".
Summary of oral history interview with Jenny May about her experiences of the Canterbury earthquakes.
A digitally manipulated image of a excavator claw tangled with reinforcing cable, with a damaged concrete building in the background. The photographer comments, "The monster destroying the earthquake broken buildings close to the Lyttelton tunnel".
Photo view from Pegasus Building of the Copthorne Hotel rubble and Crowne Plaza Hotel taken by Mike Gaudin, 25 November 2011.
Photograph captioned by Fairfax, "Kaiapoi businesses and retail outlets are struggling post-earthquake leading into Christmas. The Rooster cafe operating out of a prefab building after their building was demolished. Janeen Johnson bringing out coffee".
Photograph captioned by Fairfax, "The new Christchurch Council building has suffered only cosmetic damage in the September 4th earthquake. Construction workers abseil down the side of the civic building checking for any damage".
Photograph captioned by Fairfax, "The new Christchurch Council building has suffered only cosmetic damage in the September 4th earthquake. Construction workers abseil down the side of the civic building checking for any damage".
The "Lyttelton Harbour Review" newsletter for 15 April 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 10 June 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 26 March 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 19 March 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 18 March 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 3 September 2012, produced by the Lyttelton Harbour Information Centre.