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.
Photograph captioned by BeckerFraserPhotos, "164-170 Hereford Street is used as a concrete recycling and crushing area".
A picket fence at 294 Avonside Drive. Cracks can be seen in the concrete of the fence's bottom section.
A collapsed concrete block fence in front of a house on the corner of Gayhurst Road and Dallington Terrace.
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Manchester Street mural".
A photograph captioned by BeckerFraserPhotos, "A warning sign spray-painted on a concrete wall in Manchester Street".
A photograph of a damaged wooden building in Lyttelton. The building is braced with wooden supports and concrete blocks.
A photograph of a damaged wooden building in Lyttelton. The building is braced with wooden supports and concrete blocks.
A photograph of a damaged wooden building in Lyttelton. The building is braced with wooden supports and concrete blocks.
Photograph captioned by BeckerFraserPhotos, "178 Cashel Street, viewed from Manchester Street".
Photograph captioned by BeckerFraserPhotos, "Former Druids Building, 239 Manchester Street".
Photograph captioned by BeckerFraserPhotos, "239 Manchester Street".
Reinforced concrete (RC) frame buildings designed according to modern design standards achieved life-safety objectives during the Canterbury earthquakes in 2010-11 and the KaikÅura earthquake in 2016. These buildings formed ductile plastic hinges as intended and partial or total building collapse was prevented. However, despite the fact that the damage level of these buildings was relatively low to moderate, over 60% of multi-storey RC buildings in the Christchurch central business district were demolished due to insufficient insurance coverage and significant uncertainty in the residual capacity and repairability of those buildings. This observation emphasized an imperative need to improve understanding in evaluating the post-earthquake performance of earthquake-damaged buildings and to develop relevant post-earthquake assessment guidelines. This thesis focuses on improving the understanding of the residual capacity and repairability of RC frame buildings. A large-scale five-storey RC moment-resisting frame building was tested to investigate the behaviour of earthquake-damaged and repaired buildings. The original test building was tested with four ground motions, including two repeated design-level ground motions. Subsequently, the test building was repaired using epoxy injection and mortar patching and re-tested with three ground motions. The test building was assessed using key concepts of the ATC-145 post-earthquake assessment guideline to validate its assessment procedures and highlight potential limitations. Numerical models were developed to simulate the peak storey drift demand and identify damage locations. Additionally, fatigue assessment of steel reinforcement was conducted using methodologies as per ATC-145. The residual capacity of earthquake-strained steel reinforcement was experimentally investigated in terms of the residual fatigue capacity and the residual ultimate strain capacity. In addition to studying the fatigue capacity of steel reinforcement, the fatigue damage demand was estimated using 972 ground motion records. The deformation limit of RC beams and columns for damage control was explored to achieve a low likelihood of requiring performance-critical repair. A frame component test database was developed, and the deformation capacity at the initiation of lateral strength loss was examined in terms of the chord rotation, plastic rotation and curvature ductility capacity. Furthermore, the proposed curvature ductility capacity was discussed with the current design curvature ductility limits as per NZS 3101:2006.
A pile of bricks, mortar, concrete and rusty metal constituting the remains of the Beckenham Baptist Church on Colombo Street.
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
Photograph captioned by BeckerFraserPhotos, "Remaining crushed concrete rubble on the site of the Hotel Grand Chancellor, Cashel Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A photograph of the Ash Keating mural, 'Concrete Propositions'. The photograph is captioned by Paul Corliss, "Central city, Manchester Street".
A house on Dorset Street with a damaged retaining wall. The concrete blocks have been stacked on the footpath in front.
A cracked wall made from rocks and concrete in Clifton. The words, "No. 5 The Spur", have been painted on it.