One landscape colour digital photograph taken on 30 June 2011 showing earthquake damage to a section of retaining wall in Sumner Road. Plastic sheeting installed to stabilise previous damage and protect from water erosion is visible to the right of the photograph. Also visible in the photograph is a boarded up broken window and temporary safety ...
Recent advances in timber design at the University of Canterbury have led to new structural systems that are appropriate for a wide range of building types, including multi-storey commercial office structures. These buildings are competitive with more traditional construction materials in terms of cost, sustainability and structural performance. This paper provides seismic design recommendations and analytical modelling approaches, appropriate for the seismic design of post-tensioned coupled timber wall systems. The models are based on existing seismic design theory for precast post-tensioned concrete, modified to more accurately account for elastic deformation of the timber wall systems and the influence of the floor system. Experimental test data from a two storey post-tensioned timber building, designed, constructed and tested at the University of Canterbury is used to validate the analytical models.
A collapsed stone wall on Main Road in Redcliffs. The house it belongs to has been red-stickered.
Damage to the Cathedral of the Blessed Sacrament. Large cracks are visible in the walls beneath the dome.
Damage to the Cathedral of the Blessed Sacrament. Large cracks are visible in the walls beneath the dome.
Damage to the Cathedral of the Blessed Sacrament. Large cracks are visible in the walls beneath the dome.
Damage to the Cathedral of the Blessed Sacrament. Large cracks are visible in the walls beneath the dome.
Damage to the back of a building near Cathedral Square. The brick wall has collapsed, exposing the interior.
Damage to a building on the corner of Kilmore and Barbadoes Streets. The brick side wall has collapsed.
A photograph captioned by BeckerFraserPhotos, "The jewellery box on the front wall of 88 Hereford Street".
Damage to a building on Tuam Street. Bricks have fallen from the wall onto the fire escape stairs.
A section of the brick wall under the bay window of a house has collapsed into the yard.
A crane outside the Cranmer Centre on Montreal Street. The north wall has been patched up with plywood.
A damaged house where the brick wall has crumbled into the yard, exposing the inside of the house.
Interior damage in a house in Richmond. The photographer comments, "Revisiting our abandoned house. Plaster walls pulled apart".
Workers grinding off the peaks left by the gel injected into the cracks in the James Hight Library walls.
Workers grinding off the peaks left by the gel injected into the cracks in the James Hight Library walls.
Workers grinding off the peaks left by the gel injected into the cracks in the James Hight Library walls.
Detail of a building where the brick walls have crumbled, exposing the internal fixtures. Seen through the cordon fence.
Damage to the Knox Church. The walls of the church have collapsed, but the woodwork ceiling is still intact.
Damage to the Knox Church. The walls of the church have collapsed, but the woodwork ceiling is still intact.
Damage to the Knox Church. The walls of the church have collapsed, but the woodwork ceiling is still intact.
A house with wooden bracing supporting the front wall. On the fence are tape and spray painted USAR codes.
Wall art File Ref: CCL-2011-03-17-St Albans-IMG_0382 From the collection of Christchurch City Libraries.
The NMIT Arts & Media Building is the first in a new generation of multistorey timber structures. It employs an advanced damage avoidance earthquake design that is a world first for a timber building. Aurecon structural engineers are the first to use this revolutionary Pres-Lam technology developed at the University of Canterbury. This technology marks a fundamental change in design philosophy. Conventional seismic design of multi-storey structures typically depends on member ductility and the acceptance of a certain amount of damage to beams, columns and walls. The NMIT seismic system relies on pairs of coupled LVL shear walls that incorporate high strength steel tendons post-tensioned through a central duct. The walls are centrally fixed allowing them to rock during a seismic event. A series of U-shaped steel plates placed between the walls form a coupling mechanism, and act as dissipators to absorb seismic energy. The design allows the primary structure to remain essentially undamaged while readily replaceable connections act as plastic fuses. In this era where sustainability is becoming a key focus, the extensive use of timber and engineered-wood products such as LVL make use of a natural resource all grown and manufactured within a 100km radius of Nelson. This project demonstrates that there are now cost effective, sustainable and innovative solutions for multi-story timber buildings with potential applications for building owners in seismic areas around the world.
Photograph captioned by BeckerFraserPhotos, "A 150 year old stone wall which has collapsed on Sumner Road, Lyttelton".
A photograph of Deans farm buildings on Kahu Road. Steel bracing has been used to hold the walls together.
A collection of electric heaters from the Durham Street Methodist Church. Plaster from the walls has fallen around them.
Photograph captioned by BeckerFraserPhotos, "A 150 year old stone wall which has collapsed on Sumner Road, Lyttelton".
An apartment building on Ferry Road. Staining on the wall and driveway shows how high flooding reached the basement.