A crack in the concrete wall of a block of shops in Kaiapoi.
A photograph of some simple street art on a concrete wall. The artwork depicts a masked boy with red hair, nestled between the colourful letters of tag writing. An excavator from Mount Grey Downs Limited and some stacked concrete slabs are in the foreground.
A photograph of the earthquake damage to a block of buildings in central Christchurch. The basement of the buildings have collapsed and the concrete blocks have spilled into the car park. Large cracks have also formed in between the blocks in the walls of the building to the left.
A photograph of the earthquake damage to a stairwell in the Crowne Plaza Hotel on the corner of Kilmore and Durham Streets. Large sections of the concrete wall behind the stair rail have broken away to reveal the steel reinforcement underneath.
Photograph captioned by BeckerFraserPhotos, "178 Cashel Street (corner of Manchester Street)".
Photograph captioned by BeckerFraserPhotos, "This is a pile of munched concrete rubble".
Volunteers compacting concrete for the foundations of Gap Filler's Community Chess Board in Sydenham.
The 2010-2011 Christchurch earthquakes generated damage in several Reinforced Concrete (RC) buildings, which had RC walls as the principal resistant element against earthquake demand. Despite the agreement between structural engineers and researchers in an overall successfully performance there was a lack of knowledge about the behaviour of the damaged structures, and even deeper about a repaired structure, which triggers arguments between different parties that remains up to these days. Then, it is necessary to understand the capacity of the buildings after the earthquake and see how simple repairs techniques improve the building performance. This study will assess the residual capacity of ductile slender RC walls according to current standards in New Zealand, NZS 3101.1 2006 A3. First, a Repaired RC walls Database is created trying to gather previous studies and to evaluate them with existing international guidelines. Then, an archetype building is designed, and the wall is extracted and scaled. Four half-scale walls were designed and will be constructed and tested at the Structures Testing Laboratory at The University of Auckland. The overall dimensions are 3 [m] height, 2 [m] length and 0.175 [m] thick. All four walls will be identical, with differences in the loading protocol and the presence or absence of a repair technique. Results are going to be useful to assess the residual capacity of a damaged wall compare to the original behaviour and also the repaired capacity of walls with simpler repair techniques. The expected behaviour is focussed on big changes in stiffness, more evident than in previously tested RC beams found in the literature.
This poster presents preliminary results of ongoing experimental campaigns at the Universities of Auckland and Canterbury, aiming at investigating the seismic residual capacity of damaged reinforced concrete plastic hinges, as well as the effectiveness of epoxy injection techniques for restoring their stiffness, energy dissipation, and deformation capacity characteristics. This work is part of wider research project which started in 2012 at the University of Canterbury entitled “Residual Capacity and Repairing Options for Reinforced Concrete Buildings”, funded by the Natural Hazards Research Platform (NHRP). This research project aims at gaining a better understanding and providing the main end-users and stakeholders (practitioner engineers, owners, local and government authorities, insurers, and regulatory agencies) with comprehensive evidence-based information and practical guidelines to assess the residual capacity of damaged reinforced concrete buildings, as well as to evaluate the feasibility of repairing and thus support their delicate decision-making process of repair vs. demolition or replacement.
A photograph looking into the basement of the Copthorne Hotel. Rolls of carpet and chairs are sitting in a pool of water. To the left there is damage to one of the concrete beams. A section of the concrete has crumbled, exposing the steel reinforcement underneath.
Damage to a building on Hereford Street. Concrete has flaked away around steel reinforcing rods.
Damage to the Lyttelton Port. A concrete slab has lifted and broken at the edge.
A fallen concrete-block fence in Dallington. A power pole nearby is on a lean.
A plastic bin of wiring and electrical parts sits on a concrete block in Cashel Mall.
A photograph captioned by BeckerFraserPhotos, "Concrete cores from the Clarendon Tower on Oxford Terrace".
A photograph of a picnic table near Governors Bay Road. The concrete pad underneath has cracked.
Photograph captioned by BeckerFraserPhotos, "Subsidence under a concrete slab on St. David's Street, Lyttelton".
A photograph of a picnic table near Governors Bay Road. The concrete pad underneath has cracked.
A photograph of Jonathan Hall transferring Crack'd for Christchurch's ottoman artwork onto a wooden base in Helen Campbell's garage. The ottoman has been made out of polystyrene, wood, mesh, and concrete, laid over a steel frame.Crack'd for Christchurch comments, "December 2013. Jonathan delivers the footstool to Helen's garage where it will be mosaicked.."
A photograph of Crack'd for Christchurch's partially-constructed armchair artwork. The armchair is on a pallet in Greening the Rubble's workshop. Jonathan Hall has moulded polystyrene, wood, mesh, and concrete over the steel frame to construct the armchair. Two cast-iron bath feet have attached to the front legs.
A photograph of a crack in the concrete pad underneath a picnic table near Governors Bay Road.
A mould for concrete at the base of the Cathedral of the Blessed Sacrament on Barbadoes Street.
A patch of brickwork from a demolished building remains on the concrete wall of the adjoining building.
A photograph captioned by BeckerFraserPhotos, "Concrete being poured in a new building in Colombo Street".
A photograph captioned by BeckerFraserPhotos, "Brick cladding covering up concrete slab - strong and attractive! Montreal Street".
A photograph of the earthquake-damaged to a house in Christchurch. The far wall has collapsed and many of the concrete blocks have spilled into the garden in front. Emergency tape has been draped in front of the wall as a cordon. A red sticker has also been stuck on the furthest window, indicating that the house is unsafe to enter.
A photograph of Crack'd for Christchurch's partially-constructed armchair artwork. The armchair is on a pallet in Greening the Rubble's workshop. Jonathan Hall has moulded polystyrene, wood, mesh, and concrete over the steel frame to construct the armchair. Two cast-iron bath feet have been attached to the front legs.
A photograph of Crack'd for Christchurch's partially-constructed armchair artwork. The armchair is on a pallet in Greening the Rubble's workshop. Jonathan Hall has moulded polystyrene, wood, mesh, and concrete over the steel frame to construct the armchair. Two cast-iron bath feet have been attached to the front legs.
A photograph of Crack'd for Christchurch's partially-constructed armchair artwork. The armchair is on a pallet in Greening the Rubble's workshop. Jonathan Hall has moulded polystyrene, wood, mesh, and concrete over the steel frame to construct the armchair. Two cast-iron bath feet have been attached to the front legs.
A photograph of the steel frame of Crack'd for Christchurch's armchair artwork. The frame is on a pallet in the Greening the Rubble workshop. Two cast-iron bath feet have been attached to the front legs. The bottom half of the frame has been covered with mesh, wood, polystyrene, and concrete by Jonathan Hall.