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IMG_2207
Images, eqnz.chch.2010
This hostel along Bealey Ave lost its chimney stack in the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.
BeckerFraserPhotos December 2011 photograph 2315
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "A driveway leading to a house at Seabreeze Close in Bexley is covered in liquefaction. Weeds have grown through the cracks in the driveway".
BeckerFraserPhotos September 2010 photograph 056
Images, UC QuakeStudies
Cracking in the plaster work of the side wall of a building in the central city. The bricks that make up the wall have shaken apart and are threatening to topple.
BeckerFraserPhotos October 2011 photograph 221
Images, UC QuakeStudies
Photograph captioned by BeckerFraserPhotos, "25 Seabreeze Close, Bexley. View through the window shows the crack in the floor slab, and a pile of silt in the corner of the room".
Northern Outlook Image: Jinny Reynolds 2010:09:12 21:45:08
Images, UC QuakeStudies
Photograph captioned by Fairfax, "Defending home. Sheerlagh Wingham has had to defend her home contents from two burglary attempts since the earthquake, after cracks have made her home more accessible to intruders".
Effect of Loading Rate on Response of Reinforced Concrete Prisms
Research papers, University of Canterbury Library
Research following the 2010-2011 Canterbury earthquakes investigated the minimum vertical reinforcement required in RC walls to generate well distributed cracking in the plastic hinge region. However, the influence of the loading sequence and rate has not been fully addressed. The new minimum vertical reinforcement limits in NZS 3101:2006 (Amendment 3) include consideration of the material strengths under dynamic load rates, but these provisions have not been validated at a member or system level. A series of tests were conducted on RC prisms to investigate the effect of loading rate and sequence on the local behaviour of RC members. Fifteen axially loaded RC prisms with the designs representing the end region of RC walls were tested under various loading rates to cover the range of pseudo-static and earthquake loading scenarios. These tests will provide substantial data for understanding the local behaviour of RC members, including hysteretic load-deformation behaviour, crack patterns, failure mode, steel strain, strain rate and ductility. Recommendations will be made regarding the effect of loading rate and reinforcement content on the cracking behaviour and ductility of RC members.
BeckerFraserPhotos May 2013 photograph 058
Images, UC QuakeStudies
An abandoned residential property at 37 Seabreeze Close in Bexley. Weeds are growing through the cracks in the ground and the yard has become overgrown. The garage door has been vandalised with graffiti.
BeckerFraserPhotos April 2012 photograph 286
Images, UC QuakeStudies
The Department of Internal Affairs building on Hereford Street. The building is being demolished. Three cracks can be seen running right around the building. The top section of the building has been deconstructed.
BeckerFraserPhotos February 2011 photograph 340
Images, UC QuakeStudies
Two damaged driveways on Acland Avenue in Avonside. Dried liquefaction can be seen in the gap between the two driveways, and behind them the ground has sunk. Weeds have grown through cracks in the concrete.
BeckerFraserPhotos February 2011 photograph 339
Images, UC QuakeStudies
Two damaged driveways on Acland Avenue in Avonside. Dried liquefaction can be seen in the gap between the two driveways, and behind them the ground has sunk. Weeds have grown through cracks in the concrete.
Photograph of the former Sydenham Post Office, 340 Colombo Street (1)
Images, UC QuakeStudies
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.
Natalie Kerschner WEMO Photograph 098
Images, UC QuakeStudies
A photograph of Mark Osborne, a member of the Wellington Emergency Management Office, outside the office block of St Paul's School in Dallington.
The Skeletal Fish
Images, UC QuakeStudies
Dried liquefaction in North New Brighton. The photographer comments, "This shape formed as the liquefaction after the 23 December earthquake in Christchurch started to dry out".
Christchurch Mail Image: Martin van Beynen 2010:09:07 (01)
Images, UC QuakeStudies
Photograph captioned by Fairfax, "Holy Trinity Church on Winchester Street in Lyttelton. The crack in the interior wall of the church by stained glass window will cost at least one million to repair".
Diabetes Centre Photograph 089
Images, UC QuakeStudies
A photograph of a room in the Diabetes Centre which has been prepared for repainting. Plastic sheeting has been placed over the carpet and the cracks in the pillar have been filled with epoxy resin.
BeckerFraserPhotos June 2011 photograph 370
Images, UC QuakeStudies
Damage to a house in Redcliffs. There are large cracks in the concrete block walls and several blocks have fallen. The chimney is still intact, but is leaning away from the house at an extreme angle.
Ray Whelan WEMO Photograph 13
Images, UC QuakeStudies
A photograph of the earthquake damage to a building on Manchester Street. The top railing of the façade has fallen away and cracks can be seen in the brickwork of the wall below.
BeckerFraserPhotos June 2011 photograph 371
Images, UC QuakeStudies
Damage to a house in Redcliffs. There are large cracks in the concrete block walls and several blocks have fallen. The chimney is still intact, but is leaning away from the house at an extreme angle.
Photograph by Neil Macbeth 357
Images, UC QuakeStudies
Damage to a bridge over the Avon River in Avonside. The bridge has pulled away from the bank, leaving large cracks between the concrete sides and the ground. The railing has also separated to the left.
Bettina Evans's photograph 2
Images, UC QuakeStudies
A house on Canterbury Street in Lyttelton with a damaged outer wall. The bricks have fallen away to expose the insulation. Cracks can be seen running diagonally along the remaining wall. Fencing and tape have been placed around the building to warn people off.
IMG_2111
Images, eqnz.chch.2010
Colombo Street closed off south of Moorhouse Ave, due to a damaged shop now deemed unstable; aftermath of a magnitude 7.1 earthquake that struck Christchurch on 4 September 2010.
IMG_2615
Images, eqnz.chch.2010
This shop on Riccarton Road was badly damaged in the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010, and had to be demolished.
IMG_2708
Images, eqnz.chch.2010
The quake-damaged facade of the Baptist Church at the Kilmore Street / Madras Street intersection being propped up while repairs are in progress.
IMG_2110
Images, eqnz.chch.2010
Time stands still on the Science Museum clock tower as a poignant reminder of the moment the trembler struck Christchurch in the early hours of Saturday 4 September 2010.
IMG_2349
Images, eqnz.chch.2010
This building on Lichfield Street lost the top floor of its facade during the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.
IMG_2357
Images, eqnz.chch.2010
Damaged shops at the Manchester Street / Tuam Street corner; aftermath of the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.
IMG_2141
Images, eqnz.chch.2010
Police road block on Colombo Street; aftermath of the magnitude 7.1 earthquake in Christchurch on Saturday 4-9-2010. Note the unusually deserted streets on a Tuesday afternoon.
IMG_2726
Images, eqnz.chch.2010
The quake-damaged facade of the Baptist Church at the Kilmore Street / Madras Street intersection being propped up while repairs are in progress.
IMG_2352
Images, eqnz.chch.2010
The now vacated Christchurch City Council building suffered some damage in the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.
IMG_2358
Images, eqnz.chch.2010
Holes looking like war damage on this shop along Manchester Street; aftermath of the magnitude 7.1 earthquake that struck Christchurch on Saturday 4 September 2010.