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Videos, UC QuakeStudies

A video of an interview with Graham Price, about the superloo industry in Christchurch. Price talks about servicing portable toilets around Christchurch after the 2010 and 2011 earthquakes. The interview is part of the 'Spilling the Beans' video series which examines the extraordinary lives of ordinary people in Christchurch.

Videos, UC QuakeStudies

A video of an interview with David Stanley, Director of Canterbury Biltong, about the company's experiences after the 2010 and 2011 earthquakes. This video is part of The Press's 'Up and Running' series, showcasing businesses which have stayed up and running despite the challenges posed by the 2010 and 2011 Canterbury earthquakes.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. University student Sam Johnson organised through Facebook students to go into the suburbs to help residents clean up after Saturday morning's earthquake. They gathered in Halswell to help residents clean up the silt from their properties. Celia Mann and Dave White shovel dirt".

Images, UC QuakeStudies

Damaged seating in the QEII stadium. The photographer comments, "This is the QEII stadium in Christchurch. During the 22 February earthquake the stadium was severely damaged and looks like it will be demolished. Anyone in Bay 3 would have no need of the toilet after this happened".

Images, UC QuakeStudies

An old advertising sign exposed by the demolition of an adjoining building. The photographer comments, "'Protect your investment. Paint your property regularly - and save money. Polson's decorators and sign writers.' The building that was adjacent to this one was demolished after the Christchurch earthquake and revealed this fabulous old wall sign.

Images, UC QuakeStudies

A digitally manipulated image of an excavator demolishing a house. The photographer comments, "My neighbour I thought was going to be one of the first to be rebuilt in the area after being damaged in the 22 February 2011 earthquake, but the builders have knocked it down and not returned yet".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Prime Minister John Key, right, visited Christchurch after its 7.1 magnitude earthquake at 04:35 Saturday morning. Mayor Bob Parker, left, took him on a tour of the city which was punctuated by a fire breaking out in a building on Worcester Street. The tour party watches the fire".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Prime Minister John Key, left, visited Christchurch after its 7.1 magnitude earthquake at 04:35 Saturday morning. Mayor Bob Parker, centre, took him on a tour of the city which was punctuated by a fire breaking out in a building on Worcester Street. The tour party watches the fire".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Prime Minister John Key, centre, visited Christchurch after its 7.1 magnitude earthquake at 04:35 Saturday morning. Mayor Bob Parker, at right, took him on a tour of the city which was punctuated by a fire breaking out in a building on Worcester Street. MP John Carter, front left".

Images, UC QuakeStudies

A photograph of the inside of a fridge in a flat on Poplar Street taken during the Residential Access Project. The project gave residents temporary access within the red-zone cordon in order to retrieve items from their homes. The contents of the fridge have gone mouldy after being left in there for three weeks.

Videos, UC QuakeStudies

A video of an interview with landscape architect Di Lucas, about her vision for the Christchurch rebuild. Lucas talks about the need to build light buildings by using light materials such as timber. The video is part of The Press's 'Christchurch, one year after February 22, 2011' series.

Images, UC QuakeStudies

A photograph of the former site of the Locke family's house at 392 Oxford Terrace. The Locke's house was deconstructed after their land was zoned Red. The photographer comments, "The house was deconstructed and rebuilt on another site". Grass has grown over the site.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch Earthquake. University student Sam Johnson organised through Facebook students to go into the suburbs to help residents clean up after Saturday morning's earthquake. They gathered in Halswell to help residents clean up the silt from their properties. James Litchwark (L) and Tom van Laanen shovel dirt".

Images, UC QuakeStudies

A portaloo ouside an apartment building, on the wall next to it is a red sticker, informing the public the site is dangerous and not to enter. On the other side are spray painted codes left by USAR after it had been cleared. This system was used following the February earthquake to mark buildings that have been checked.

Research papers, University of Canterbury Library

Predicting building collapse due to seismic motion is critical in design and more so after a major event. Damaged structures can appear sound, but collapse under following major events. There can thus be significant risk in decision making after a major seismic event concerning the safe occupation of a building or surrounding areas, versus the unknown impact of unknown major aftershocks. Model-based pushover analyses are effective if the structural properties are well understood, which is not valid post-event when this risk information is most useful. This research combines Hysteresis Loop Analysis (HLA) structural health monitoring (SHM) and Incremental Dynamic Analysis (IDA) methods to determine collapse capacity and probability of collapse for a specific structure, at any time, a range of earthquake excitations to ensure robustness. The nonlinear dynamic analysis method presented enables constant updating of building performance predictions using post-event SHM results. The resulting combined methods provide near real-time updating of collapse fragility curves as events progress, quantifying the change of collapse probability or seismic induced losses for decision-making - a novel, higher resolution risk analysis than previously available. The methods are not computationally expensive and there is no requirement for a validated numerical model. Results show significant potential benefits and a clear evolution of risk. They also show clear need for extending SHM toward creating improved predictive models for analysis of subsequent events, where the Christchurch series of 2010-2011 had significant post-event aftershocks after each main event. Finally, the overall method is generalisable to any typical engineering demand parameter.