A damaged brick house on Avonside Drive.
Damage to the Kenton Chambers building. Diagonal cracking between the windows shows that the building has suffered major structural damage.
Damage to the Kenton Chambers building. Diagonal cracking between the windows shows that the building has suffered major structural damage.
Damage to a building on Manchester Street. The large diagonal cracks between the windows indicate the building has suffered serious structural damage.
Photograph captioned by BeckerFraserPhotos, "Badly damaged building - 267 Manchester Street".
A photograph of the earthquake-damaged Christ Church Cathedral.
A photograph of the damaged Christ Church Cathedral.
A photograph of the damaged Christ Church Cathedral.
The historic Kaiapoi Railway Station building, which can be seen leaning towards the river. Its foundations were damaged in the 4 September 2010 earthquake.
The Harbourlight Theatre on London Street in Lyttelton. There is cracking along the side of the building and damage to the domes on top of the towers. Bracing has been placed at the top to limit further damage and to stop debris from falling on the road.
Damage to the back of a building in Cashel Mall. The upper storey has collapsed, and large cracks run through the lower part of the building.
Structural damage to St Elmo Courts with diagonal cracks between the windows of the building. These cracks show that there has been rocking of the masonry piers which means there is no vertical reinforcement provided in the walls.
A photograph of the first page of a copy of a Level 1 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the second page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the third page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the first page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor. Structural damage on the ground floor".
The bell inside the Cathedral tower, which had no structural damage after the 4 September earthquake.
Damage to the brickwork of a house on Avonside Drive. Cracks can be seen around the edge of the doorframe, and mortar has come away leaving several bricks loose.
Cordon fencing around the damaged Woolston Community Library. A section of the brick wall on the side has crumbled.
A photograph of a Christchurch City Council red sticker. The sticker was used by the Civil Defence after the 2010 and 2011 earthquakes to indicate that a building had been inspected and that serious structural damage had been found. The sticker states that there should be no entry to the building. It also states that 'entry may result in death or injury'.
Damage to the Cathedral of the Blessed Sacrament. Large cracks are visible in the walls.
The badly-damaged Community of the Sacred Name Convent on Barbadoes Street.
St Elmo Courts, a NZHPT heritage building on the corner of Hereford and Montreal Streets. The building was severely damaged during the 4 September earthquake, with diagonal cracking between the windows. Scaffolding has been placed around the bottom of the building.
On 14 November 2016 a magnitude Mw 7.8 earthquake struck the upper South Island of New Zealand with effects also being observed in the capital city, Wellington. The affected area has low population density but is the largest wine production region in New Zealand and also hosts the main national highway and railway routes connecting the country’s three largest cities of Auckland, Wellington and Christchurch, with Marlborough Port in Picton providing connection between the South and North Islands. These transport facilities sustained substantial earthquake related damage, causing major disruptions. Thousands of landslides and multiple new faults were counted in the area. The winery facilities and a large number of commercial buildings and building components (including brick masonry veneers, historic masonry construction, and chimneys), sustained damage due to the strong vertical and horizontal acceleration. Presented herein are field observations undertaken the day immediately after the earthquake, with the aim to document earthquake damage and assess access to the affected area.
Colour photograph of the north side of St. Elmo's Courts after the 4 September 2010 earthquake, during which it suffered extensive structural damage.
A photograph of the photocopy template for the Christchurch City Council's yellow sticker. The sticker was used by the Civil Defence after the 2010 and 2011 earthquakes to indicate that a building had been inspected and that structural damage or other safety hazards had been found. The sticker states that there should be no entry to the building, 'except on essential business'. It also states that 'earthquake aftershocks present danger' and that people who enter must do so at their own risk.
Detail of damage to the Hotel Grand Chancellor, showing how the building has crushed against the car park structure beside it.
Damage to Lyttelton following the 22 February 2011 earthquake. The fish and chip shop on London Street (centre) has a collapsed gable and awning. Bricks, plaster and wood are lying where they fell on the footpath, as well as the broken sign. To the left is the Lava Bar which suffered severe structural damage after the earthquake.
The sequence of earthquakes that has greatly affected Christchurch and Canterbury since September 2010 has again demonstrated the need for seismic retrofit of heritage unreinforced masonry buildings. Commencing in April 2011, the damage to unreinforced stone masonry buildings in Christchurch was assessed and recorded with the primary objective being to document the seismic performance of these structures, recognising that they constitute an important component of New Zealand’s heritage architecture. A damage statistics database was compiled by combining the results of safety evaluation placarding and post-earthquake inspections, and it was determined that the damage observed was consistent with observations previously made on the seismic performance of stone masonry structures in large earthquakes. Details are also given on typical building characteristics and on failure modes observed. Suggestions on appropriate seismic retrofit and remediation techniques are presented, in relation also to strengthening interventions that are typical for similar unreinforced stone masonry structures in Europe.