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Images for walls; more images...

Images, Canterbury Museum

One landscape colour digital photograph taken on 27 May 2013 of a retaining wall in Sumner Road which was replaced due to earthquake damage. The original wall was created using red volcanic rock. Many walls like this were built using the Hard Labour Gang from the Lyttelton Gaol. The replacement wall has a small section of stone installed to sho...

Research papers, University of Canterbury Library

Observations of out-of-plane (OOP) instability in the 2010 Chile earthquake and in the 2011 Christchurch earthquake resulted in concerns about the current design provisions of structural walls. This mode of failure was previously observed in the experimental response of some wall specimens subjected to in-plane loading. Therefore, the postulations proposed for prediction of the limit states corresponding to OOP instability of rectangular walls are generally based on stability analysis under in-plane loading only. These approaches address stability of a cracked wall section when subjected to compression, thereby considering the level of residual strain developed in the reinforcement as the parameter that prevents timely crack closure of the wall section and induces stability failure. The New Zealand code requirements addressing the OOP instability of structural walls are based on the assumptions used in the literature and the analytical methods proposed for mathematical determination of the critical strain values. In this study, a parametric study is conducted using a numerical model capable of simulating OOP instability of rectangular walls to evaluate sensitivity of the OOP response of rectangular walls to variation of different parameters identified to be governing this failure mechanism. The effects of wall slenderness (unsupported height-to-thickness) ratio, longitudinal reinforcement ratio of the boundary regions and length on the OOP response of walls are evaluated. A clear trend was observed regarding the influence of these parameters on the initiation of OOP displacement, based on which simple equations are proposed for prediction of OOP instability in rectangular walls.

Videos, UC QuakeStudies

A video about a memorial wall in the Linwood Crematorium Memorial Garden which collapsed during the 22 February 2011 earthquake. The wall housed nearly 100 people's ashes. Staff from the Cremation Society of Canterbury collected the ashes and stored them in bags until the wall could be rebuilt.

Articles, UC QuakeStudies

The project report for Poetica, part of Gap Filler project 20, Walls. Poetica was an urban poetry project in which an interactive poetry installation was painted on the wall of 614 Colombo Street. The purpose of the project was to visualise the regeneration of Christchurch as an unwritten poem by allowing members of the public to writing poetry on the Poetica wall.

Images, UC QuakeStudies

Liquefaction silt and sand cover the lawn of a residential property. The photographer comments, "This is a garden inundated with liquefaction. Though most liquefaction is grey in Christchurch there must have been golden sandy beaches before the volcanoes erupted millions of years ago".

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.

Research papers, University of Canterbury Library

Post-tensioned timber technology was originally developed and researched at the University of Canterbury (UC) in New Zealand in 2005. It can provide a low-damage seismic design solution for multi-storey mass timber buildings. Since mass timber products, such as cross-laminated timber (CLT), have high in-plane stiffness, a post-tensioned timber shear wall will deform mainly in a rocking mechanism. The moment capacity of the wall at the base is commonly determined using the elastic form of the Modified Monolithic Beam Analogy (MMBA). In the calculation of the moment capacity at the wall base, it is critical to accurately predict the location of the neutral axis and the timber compressive stress distribution. Three 2/3 scale 8.6m tall post-tensioned CLT walls were experimentally tested under quasi-static cyclic loading – both uni-directional and bi-directional- in this study. These specimens included a single wall, a coupled wall, and a C-shaped core-wall. The main objective was to develop post-tensioned C-shaped timber core-walls for tall timber buildings with enhanced lateral strength and stiffness. To better understand the timber compressive stress distributions at the wall base, particle tracking technology (PTT) technology was applied for the first time to investigate the behaviour of the compression toe. Previous post-tensioned timber testing primarily used the displacement measurements to determine the timber compressive behavior at the wall base or rocking interfaces. However, by using PTT technology, the timber strain measurements in the compression zone can be much more accurate as PTT is able to track the movement of many particles on the timber surface. This paper presents experimental testing results of post-tensioned CLT walls with a focus on capturing timber compressive behavior using PTT. The PTT measurements were able to better capture small base rotations which occurred at the onset of gap opening and capture unexpected phenomena in core-wall tests. The single wall test result herein presented indicates that while the MMBA could predict the moment rotation behavior with reasonable accuracy, the peak strain response was under predicted in the compression toe. Further detailed study is required to better understand the complex strain fields generated reflective of the inherent cross-thickness inhomogeneity and material variability of CLT.

Images, UC QuakeStudies

A large chess board made from sand and broken shells, with a painted beach scene on the wall behind. The photographer comments, "After all the suggestions put on the wall on what to do in this area, which was once an earthquake damaged shop, they have made the chess board, painted a seaside scene on the wall and created a small wall of tyres".

Images, UC QuakeStudies

A concrete block wall with a large diagonal crack running through it. The photographer comments, "This wall has fascinated me. It has cracked across in a dead straight diagonal line during one of Christchurch's many earthquakes. How could this have occurred?".