We Lived Here: Oxford Terrace Photograph 037

Images, UC QuakeStudies

A photograph of Siobhan Murphy's house at 436 Oxford Terrace. The front walls has been covered with plastic sheeting. A bow made out of curtains has been pinned to the plastic where the fireplace juts out from the wall. The photographer comments, "The bow is a memorial to Murphy's living room and her life in the house".

We Lived Here: Oxford Terrace Photograph 031

Images, UC QuakeStudies

A photograph of Siobhan Murphy's house at 436 Oxford Terrace. The front walls has been covered with plastic sheeting. A bow made out of curtains has been pinned to the plastic where the fireplace juts out from the wall. The photographer comments, "The bow is a memorial to Murphy's living room and her life in the house".

We Lived Here: Oxford Terrace Photograph 028

Images, UC QuakeStudies

A photograph of the house at 396 Oxford Terrace. The hedges at the front have begun to overgrow. Plastic sheeting is lying over the path.

We Lived Here: Oxford Terrace Photograph 063

Images, UC QuakeStudies

A photograph of Siobhan Murphy outside her house at 436 Oxford Terrace. The front walls of the house have been covered with plastic sheeting. A bow made out of curtains has been pinned to the plastic where the fireplace juts out of the closest wall. The photographer comments, "The bow is a memorial to Murphy's living room and her life in the house".

We Lived Here: Oxford Terrace Photograph 110

Images, UC QuakeStudies

A photograph of Robin Duff's house at 386 Oxford Terrace. Plastic sheeting has been placed over sections of the house to keep it water tight.

We Lived Here: Oxford Terrace Photograph 106

Images, UC QuakeStudies

A photograph of Robin Duff's house at 386 Oxford Terrace. Plastic sheeting has been placed over sections of the house to keep it water tight. One of the windows has also been boarded up with plywood.

We Lived Here: Oxford Terrace Photograph 050

Images, UC QuakeStudies

A photograph of Siobhan Murphy's house at 436 Oxford Terrace. The photograph was taken from the empty lot next door. The front of the house has been covered with plastic sheeting. Wire fencing has been placed around the outside of the property as a cordon.

Facade

Images, eqnz.chch.2010

All that remains of the Theatre Royal plus the interior dome under plastic wrap at the back

We Lived Here: Oxford Terrace Photograph 032

Images, UC QuakeStudies

A photograph of a bow made out of curtains pinned to Siobhan Murphy's house at 436 Oxford Terrace. In the background, the house has been covered in plastic sheeting. The photographer comments, "The bow is a memorial to Murphy's living room and her life in the house".

We Lived Here: Rees Street Photograph 5

Images, UC QuakeStudies

A photograph of a house at 7 Rees Street. The side of the house has been covered in plastic sheeting. Plywood has been used to board up the door. The number of the house has been spray-painted on the wall next to the door. The letterbox of the house next door also has its house number spray-painted on it.

We Lived Here: Oxford Terrace Photograph 040

Images, UC QuakeStudies

A photograph of one side of Siobhan Murphy's house at 436 Oxford Terrace.

Using high-strength self-compacting concrete in reinforced concrete beam-c…

Research papers, University of Canterbury Library

The capability of self-compacting concrete (SCC) in flowing through and filling in even the most congested areas makes it ideal for being used in congested reinforced concrete (RC) structural members such as beam-column joints (BCJ). However, members of tall multi-storey structures impose high capacity requirements where implementing normal-strength self-compacting concrete is not preferable. In the present study, a commercially reproducible high-strength self-compacting concrete (HSSCC), a conventionally vibrated high-strength concrete (CVHSC) and a normal strength conventionally vibrated concrete (CVC) were designed using locally available materials in Christchurch, New Zealand. Following the guidelines of the New Zealand concrete standards NZS3101, seven beam-column joints (BCJ) were designed. Factors such as the concrete type, grade of reinforcement, amount of joint shear stirrups, axial load, and direction of casting were considered variables. All BCJs were tested under a displacement-controlled quasi-static reversed cyclic regime. The cracking pattern at different load levels and the mode of failure were also recorded. In addition, the load, displacement, drift, ductility, joint shear deformations, and elongation of the plastic hinge zone were also measured during the experiment. It was found that not only none of the seismically important features were compromised by using HSSCC, but also the quality of material and ease of construction boosted the performance of the BCJs.