File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-024 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-014 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-020 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-039 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-006 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-015 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-009 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-010 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-018 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-017 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-008 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-023 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-013 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-019 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-011 From the collection of Christchurch City Libraries.
Blossom coming out by the Worcester Street bridge. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-041 From the collection of Christchurch City Libraries.
Our City building extensively propped up. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-040 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-007 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-021 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-025 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-012 From the collection of Christchurch City Libraries.
One landscape colour digital photograph taken on 11 May 2011 showing the town of Lyttelton looking north from the footpath of the Oxford Street Over bridge. The Lyttelton streetscape has changed dramatically from its pre-earthquake appearance and will continue to change as new buildings are erected on empty sections. In this photograph the dome...
Demolition crane near the Bridge of Remembrance. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-043 From the collection of Christchurch City Libraries.
The original City Librarian's house at Canterbury Public Library. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-002 From the collection of Christchurch City Libraries.
The Reserve Bank Governor says he has acted pre-emptively in cutting the official cash rate to guard against the risk that the economic impact of the Christchurch earthquake might become especially severe. Are we in for an oil shock or not?
The flooded Bexley Wetlands, now about 1 - 1.5metre below pre earthquake level. The short length of fence (mid ground) was on the "river track" that the council closed about three years ago. The whole track in this view is now under about 500mm water at high tide. The main track in front of the houses was, prior to earthquakes, below the leve...
Christchurch City has to be rebuilt after the earthquakes of 4 September 2010 and 22 February 2011. People are being invited to contribute ideas about how to rebuild on a city council website. A group of people look at ideas on computers; a boy comments that 'this one looks just like the old city' and his father comments 'but built fifty miles up the road!' A woman looks at what appears to be pre European Maori pa site and says 'Hone Harawira wants something pre-European!' Another woman looks at a map of the middle of the South Island and says 'Rodney Hide doesn't care as long as Christchurch combines with Timaru and Westport!' Context - Former ACT leader Rodney Hide in his role as Minister for Local Government likes 'supercities' and Hone Harawira has left the Maori Party, fed up with the compromises he believes they have to make to suit their coalition agreement with the National government. He seems to prefer a city that will reflect simpler pre-European times. Colour and black and white versions available Quantity: 2 digital cartoon(s).
In order to provide information related to seismic vulnerability of non-ductile reinforced concrete (RC) frame buildings, and as a complementary investigation on innovative feasible retrofit solutions developed in the past six years at the University of Canterbury on pre-19170 reinforced concrete buildings, a frame building representative of older construction practice was tested on the shake table. The specimen, 1/2.5 scale, consists of two 3-storey 2-bay asymmetric frames in parallel, one interior and one exterior, jointed together by transverse beams and floor slabs. The as-built (benchmark) specimen was first tested under increasing ground motion amplitudes using records from Loma Prieta Earthquake (California, 1989) and suffered significant damage at the upper floor, most of it due to lap splices failure. As a consequence, in a second stage, the specimen was repaired and modified by removing the concrete in the lap splice region, welding the column longitudinal bars, replacing the removed concrete with structural mortar, and injecting cracks with epoxy resin. The modified as-built specimen was then tested using data recorded during Darfield (New Zealand, 2010) and Maule (Chile, 2010) Earthquakes, with whom the specimen showed remarkably different responses attributed to the main variation in frequency content and duration. In this contribution, the seismic performance of the three series of experiments are presented and compared.
The best interviews from Radio New Zealand Sport for the week ending Friday 27 May. This week, the New Zealand footballers head for the United States this weekend for the first of two friendlies and we hear from the man who's likely to stand in for the regular skipper Ryan Nelsen. And in Nelsen's home town, we talk to the director of the Christchurch marathon which looked as if it would have to be cancelled after the earthquake on the 22nd of February Another top All Black has re-signed with the New Zealand Rugby Union - the head coach Graham Henry gives his views on what Richie McCaw's decision means while the captain explains why he's staying when others are going. We'll also hear from one of the standout players in the Highlanders team which continues to mock pre-season wooden spoon predictions. Extra Time - a weekly show from Radio New Zealand Sport which provides extended interviews and comment from issues arising from the sporting week.
An as-built reinforced concrete (RC) frame building designed and constructed according to pre-1970s code design construction practice has been recently tested on the shake table at the University of Canterbury. The specimen, 1/2.5 scaled version of the original prototype, consists of two 3-storey 2-bay asymmetric frames in parallel, one interior and one exterior, jointed together by transverse beams and floor slabs. Following the benchmark test, a retrofit intervention has been proposed to rehabilitate the tested specimen. In this paper, detailed information on the assessment and design of the seismic retrofit procedure using GFRP (glass fibre reinforced polymer) materials is given for the whole frame. Hierarchy of strength and sequence of events (damage mechanisms) in the panel zone region are evaluated using a moment-axial load (M-N) interaction performance domain, according to a performance-based retrofit philosophy. Specific limit states or design objectives are targeted with attention given to both strength and deformation limits. In addition, an innovative retrofit solution using FRP anchor dowels for the corner beam-column joints with slabs is proposed. Finally, in order to provide a practical tool for engineering practice, the retrofit procedure is provided in a step-by step flowchart fashion.