The damaged cathedral is supported with steel bracing and cordoned off with fencing and barriers. Taken on a day when a walkway was opened up between Re:Start Mall and Cathedral Square to allow temporary public access.
The damaged cathedral is supported with steel bracing and cordoned off with fencing and barriers. Taken on a day when a walkway was opened up between Re:Start Mall and Cathedral Square to allow temporary public access.
The damaged cathedral is supported with steel bracing and cordoned off with fencing and barriers. Taken on a day when a walkway was opened up between Re:Start Mall and Cathedral Square to allow temporary public access.
Damage to St John the Baptist Church in Latimer Square, where stone blocks have fallen and a steel bracing has been put in front to prevent any future damage. Photographed through the cordon fence.
The ultimate goal of this study is to develop a model representing the in-plane behaviour of plasterboard ceiling diaphragms, as part of the efforts towards performance-based seismic engineering of low-rise light timber-framed (LTF) residential buildings in New Zealand (NZ). LTF residential buildings in NZ are constructed according to a prescriptive standard – NZS 3604 Timberframed buildings [1]. With regards to seismic resisting systems, LTF buildings constructed to NZS3604 often have irregular bracing arrangements within a floor plane. A damage survey of LTF buildings after the Canterbury earthquake revealed that structural irregularity (irregular bracing arrangement within a plane) significantly exacerbated the earthquake damage to LTF buildings. When a building has irregular bracing arrangements, the building will have not only translational deflections but also a torsional response in earthquakes. How effectively the induced torsion can be resolved depends on the stiffness of the floors/roof diaphragms. Ceiling and floor diaphragms in LTF buildings in NZ have different construction details from the rest of the world and there appears to be no information available on timber diaphragms typical of NZ practice. This paper presents experimental studies undertaken on plasterboard ceiling diaphragms as typical of NZ residential practice. Based on the test results, a mathematical model simulating the in-plane stiffness of plasterboard ceiling diaphragms was developed, and the developed model has a similar format to that of plasterboard bracing wall elements presented in an accompany paper by Liu [2]. With these two models, three-dimensional non-linear push-over studies of LTF buildings can be undertaken to calculate seismic performance of irregular LTF buildings.
The tip of the gable on the Durham Street Methodist Church. The stone work has cracked and is leaning forward. Bracing can be seen at the back, holding the stonework in place.
A section of the Cranmer Courts, facing Kilmore Street. Several windows have been broken and much of the cornice has fallen off. The apex of the roof has been reinforced with timber bracing.
The Victoria Clock Tower on the corner of Victoria and Durham Streets. The spire at the of the tower has been knocked off centre and the base has been reinforced with wooden bracing.
A photograph of workers in a cherry picking installing steel bracing on the Colombo Street face of the former Sydenham Post Office. Wire fencing has been placed around the building as a cordon.
Detail of steel bracing supporting the Colombo Street overpass. The photographer comments, "After the earthquake in Christchurch the Colombo St overpass got damaged and they used reinforcing steel beams to hold it up".
Colombo Street looking south from Kilmore Street. Concrete and wire fencing have been placed over the street as a cordon. In the distance, the bracing in front of the Cathedral can be seen.
A section of the Cranmer Courts, facing Kilmore Street. Several windows have been broken and much of the cornice has fallen off. The apex of the roof has been reinforced with timber bracing.
A photograph of the Cranmer Courts on the corner of Kilmore and Montreal Streets. One of the gables has crumbled and ties have been placed around the rest to limit further damage from aftershocks. Pigeons are roosting on the edge.
A photograph of workers in a cherry picking installing steel bracing on the Colombo Street face of the former Sydenham Post Office. A large crack can be seen in the side of the building.
A tent on Worcester Street set up for the soldiers stationed around the cordon. In the background, the damaged Our City O-Tautahi Building can be seen with steel bracing holding up the front.
The front of Christ Church Cathedral. The upper part of the front wall has crumbled leaving the inside space exposed. Steel bracing has been placed against the wall to limit further damage. The Citizens' Memorial statue stands to the left.
The front of Christ Church Cathedral. The upper part of the front wall has crumbled leaving the inside space exposed. Steel bracing has been placed against the front wall to limit further damage. The Citizens' Memorial statue stands to the left.
A photograph of earthquake damage to the Crown Masonic Lodge on Wordsworth Street, also known as the Freemasons Centre. Sections of the brick wall at the front of the building have collapsed. The entranceway is supported with wooden bracing.
A photograph of earthquake damage to the Crown Masonic Lodge on Wordsworth Street, also known as the Freemasons Centre. Sections of the brick wall at the front of the building have collapsed. The entranceway is supported with wooden bracing.
Photograph captioned by BeckerFraserPhotos, "The west wall of the Christ Church Cathedral where the rose window fell during the 23 December 2011 earthquake. Steel bracing has been used to hold up the front of the church".
Wooden bracing holds up the facade of The Loons Circus Theatre Company building on Canterbury Street in Lyttelton. Samo Coffee Lounge was run inside the Loons building by a group of former Lyttelton Coffee Company staff.
The Cranmer Centre in Armagh Street with damage to the top archways on the roof. Wooden bracing has been placed on the archways and tarpaulins to prevent weather damage to the inside of the building.
A photograph of the ChristChurch Cathedral showing the damage to the west wall and steel bracing. In the foreground is the plinth where a statue of John Robert Godley stood prior to the February 2011 earthquake.
Scaffolding and bracing on stores in New Regent Street. Plywood has been used to cover up the damaged windows. In front, the paving around the tram tracks has separated in places and liquefaction can be seen.
The front of Christ Church Cathedral showing its broken tower. Bracing has been placed on the front wall to limit further damage. Security fences have been placed around the cathedral to restrict access. The Wizard of Christchurch stands to the right.
A spray-painted message on a wall of Englefield Lodge reads "We will try to save this house." Wooden bracing supports the wall. The photographer comments, "A bike ride around the CBD. Englefield, Christchurch's oldest house in Fitzgerald Ave".
The Citizens' Memorial statue beside the cathedral, with bracing around the neck and waist of the angel to prevent further damage. Taken on a day when a walkway was opened up between Re:Start Mall and Cathedral Square to allow temporary public access.
The wall of the Carlton Hotel has crumbled, exposing the interior of the upstair rooms. Scaffolding and steel bracing has been put up on the side, and a pile of building rubble can be seen on the footpath.
The wall of the Carlton Hotel has crumbled, exposing the interior of the upstair rooms. Scaffolding and steel bracing has been put up on the side, and a pile of building rubble can be seen on the footpath.
The south wall of Knox Presbyterian Church. The brickwork around the gables has crumbled into the street below, exposing the wooden bracing underneath. Wire fencing has been placed around the building to keep people away.