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Images, UC QuakeStudies

A photograph of an earthquake-damaged house. Wooden bracing has been placed in between the house and the fence, with wires connecting the top of the bracing to the peak of the roof. Emergency management personnel are in the driveway to the right. In the foreground a section of the brick fence at the front of the property has toppled.

Images, UC QuakeStudies

A photograph of the earthquake damage to the a gable of the Cranmer Courts on the corner of Kilmore and Montreal Street. Wooden bracing has been used to hold the rest of the stones together, and neon tape has been wrapped around the other gables to help keep them secure during aftershocks.

Images, UC QuakeStudies

A photograph of emergency management personnel standing next to an earthquake-damaged house. The wall on the left side of the house has collapsed and the bricks have spilled into the driveway in front. Wooden bracing has been placed in between the house and the fence, with wires connecting the top of the bracing to the peak of the roof.

Images, UC QuakeStudies

A photograph of the earthquake damage to the a gable of the Cranmer Courts on the corner of Kilmore and Montreal Street. Wooden bracing has been used to hold the rest of the stones together, and neon tape has been wrapped around the other gables to help keep them secure during aftershocks.

Research papers, University of Canterbury Library

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.

Images, UC QuakeStudies

A photograph of a badly-damaged shop on Colombo Street. The front wall of the top storey of the building has crumbled into the street, exposing the inside of the building. Steel and wooden bracing is keeping the ceiling up.

Images, UC QuakeStudies

A photograph of the earthquake damage to the Carlton Hotel on the corner of Bealey Avenue and Papanui Road. The walls along the western side of the building have crumbled, bricks spilling onto the footpath. Scaffolding and steel bracing has been erected up the side. Wire fencing has been placed around the building as a cordon. In the foreground, road cones line the street.

Images, UC QuakeStudies

A photograph of the earthquake damage to Munn's the Man store on Armagh Street. The outer wall of the top storey has collapsed, the bricks and other rubble spilling onto the car park below. Wire fences placed around the building have toppled over. Steel bracing has been set up inside the building to hold the roof up.

Images, UC QuakeStudies

The badly damaged Carlton Hotel on Papanui Road. One wall of the upper storey has collapsed, exposing the rooms within, and bricks litter the footpath below. Bracing have been placed against the building as support.

Images, UC QuakeStudies

The Octagon Live Restaurant (formerly Trinity Church) on Worcester Street. Steel bracing has been placed on the tower to limit further damage from aftershocks. Sculptures of a cyclist, bungee jumper, rock climber and kayaker can be seen on the bracing posts.