
A photograph of earthquake damage to the wall next to a window of the Cranmer Centre.
A photograph of the front of 191 Armagh Street, with wooden bracing holding the wall together.
Damage to the Canterbury Provincial Chambers. The walls have crumbled, revealing the inside of the building.
The word "red" has been spray painted across a brick wall that has been mostly demolished.
A recessed sink and shelves in a brick wall, exposed by the demolition of a building.
A wall on the former site of Piko Wholefoods, with loose bricks protuding from the corner.
Damage to Beaufort House on Latimer Square. A partially intact wall is protected with wooden braces.
Painted graphics on the side wall of the 'Book Discussion Scheme (BDS)' office on Colombo Street.
Damage to Cranmer Courts, where some parts of the wall and windows have been boarded up.
Damage building in the CBD. A wall section from the second story has been taken out.
A photograph of a gap between two wall panels at the Diabetes Centre on Hagley Avenue.
A photograph of a crack in the wall panelling above a window in the Diabetes Centre.
A recessed sink and shelves in a brick wall, exposed by the demolition of a building.
Apartment complex behind cordon fencing on Carlton Mill Road. Cracks are clearly visible on the walls.
Apartment complex behind cordon fencing on Carlton Mill Road. Cracks are clearly visible on the walls.
Reconnaissance reports have highlighted the poor performance of non-ductile reinforced concrete buildings during the 2010-11 Canterbury earthquakes. These buildings are widely expected to result in significant losses under future earthquakes due to their seismic vulnerability and prevalence in densely populated urban areas. Wellington, for example, contains more than 70 pre-1970s multi-storey reinforced concrete buildings, ranging in height from 5 to 18 storeys. This study seeks to characterise the seismic performance and evaluate the likely failure modes of a typical pre-1970s reinforced concrete building in Wellington, by conducting advanced numerical simulations to evaluate its 3D nonlinear dynamic response. A representative 9-storey office building constructed in 1951 is chosen for this study and modelled in the finite element analysis programme DIANA, using a previously developed and validated approach to predict the failure modes of doubly reinforced walls with confined boundary regions. The structure consists of long walls and robust framing elements resulting in a stiff lateral load resisting system. Barbell-shaped walls are flanked by stiff columns with sufficient transverse reinforcement to serve as boundary regions. Curved shell elements are used to model the walls and their boundary columns, for which the steel reinforcement is explicitly modelled. Line elements are used to model the frame elements. The steel reinforcement in each member is explicitly modelled. The floor slabs are modelled using elastic shell elements. The model is analysed under short and long duration ground motions selected to match site specific targets in Wellington at the DBE and MCE intensity levels. The observed response of the building including drift profiles at each intesity level, strain localization effects around wall openings, and the influence of bidirectional loading are discussed.
The side wall of a house has been damaged and has been covered by black plastic sheeting.
A red-stickered property where most of its wall has crumbled, exposing the inside of the house.
A photograph of the steal bracing holding up the walls of Deans farm buildings on Kahu Road.
A photograph of a section of a brick wall from the demolished St Paul's-Trinity-Pacific Church.
A photograph of the Cramner Courts tacked on the wall, taken after the September 4th earthquake.
Looking over the cordon fence, steel support on the exterior wall next to emergency fire exit stairs.
Real estate sign on a building with a missing wall in Manchester Street reads "Watch this Hotspot!
Detail of damage to Beaufort House on Latimer Square. Wooden braces are used to support the walls.
Detail of damage to Beaufort House on Latimer Square. Wooden braces are used to support the walls.
A red-stickered house where the brick walls have crumbled and the house is on a lean.
Damage to a building on Montreal Street where a part of the brick wall has fallen out.
A red-stickered property where most of its wall has crumbled, exposing the inside of the house.
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".
A pdf copy of panel 7 of Guy Frederick's 'The Space Between Words' exhibition. The panel includes text from an interview with Colleen McClure about her experiences of the 2010 and 2011 Canterbury earthquakes. Above this is an image of McClure sitting in front of the 'gratitude wall' in her house.