A warning spray-painted on a driveway reads "Danger, loose parapet, no access, use next door".
The old Lyttelton Fire Station, surrounded by cordon fencing and with its parapet supported by plywood sheeting.
Shops on Hills Road in Edgeware. The verandas on these store collapsed, bringing down the parapets as well.
Shops on Hills Road in Edgeware. The verandas on these store collapsed, bringing down the parapets as well.
The damaged Apex Car Rentals building on Madras Street. The brick parapet has collapsed onto the footpath below.
A damaged house in central Christchurch, with a brick parapet collapsed onto its roof and a collapsed chimney.
Photograph captioned by BeckerFraserPhotos, "Old City Library, Hereford Street side. The top parapet fell on June 13".
Damage to a building on Lichfield Street. The parapet is cracked and has pulled away from the adjoining wall.
The damaged Nortons building in Lyttelton is braced with wooden supports and the parapet tied to its roof with straps.
Cracks in the parapet of a building on Tuam Street. Steel reinforcement can be seen sticking out of the front wall.
Detail of damage to the former Sumner Borough Council building. The brickwork is badly cracked, and the parapet has partly collapsed.
Part of the parapet of the damaged Carlton Hotel is leaning forward and in danger of falling onto the street below.
The damaged Carlton Hotel. The parapet and part of the upper storey has collapsed, and scaffolding and bracing support the building.
The damaged Carlton Hotel. The parapet and part of the upper storey has collapsed, and scaffolding and bracing support the building.
Part of the parapet of the damaged Carlton Hotel is leaning forward and in danger of falling onto the street below.
The damaged Carlton Hotel. The parapet and part of the upper storey has collapsed, and scaffolding and bracing support the building.
Part of the parapet of the damaged Carlton Hotel is leaning forward and in danger of falling onto the street below.
Damage to Catholic Cathedral College. Stones and bricks have fallen from the parapets and gable ends of buildings, and windows are broken.
Cracks on the side of the parapet of a building on Madras Street which has been cordoned off with fencing and shipping containers.
Blade Runners Hair Design on Hills Road in Edgeware. The veranda collapsed during the 4 September earthquake, bringing down the parapet as well.
Detail of damage to the old Canterbury Public Library building on Cambridge Terrace. Strapping on the parapet is protecting the building from further damage.
Damaged buildings in the alleyway leading from Tuam Street to Sol Square. Bricks have fallen from parapets, and one building is leaning out into the alleyway.
Glass windows shattered in the magnitude 7 earthquake in Christchurch on Saturday 4-9-2010.
Damaged facade? That's the decorative mural of this restaurant located on Manchester Street in Christchurch!
The damaged Liquidity bar on Oxford Terrace, seen from across the river. Part of the parapet has collapsed, damaging the awnings below, and large planters in the outdoor seating area have toppled over.
The clock on New Regent Street. A crack runs down the edge of the parapet, showing how the buildings have moved. The clock has stopped at the time of the earthquake.
The damaged Liquidity bar on Oxford Terrace, seen from across the river. Part of the parapet has collapsed, damaging the awnings below, and large planters in the outdoor seating area have toppled over.
Damage to a row of shops in Shirley. The parapets and awnings have collapsed, and the footpath is littered with rubble. The building has been cordoned off with police tape.
Photograph captioned by Fairfax, "Aftermath of the earthquake in Christchurch where the cleanup has begun. USAR teams assess the parapet on the National Bank on Riccarton Road as staff look on from inside. It was deemed to be safe".
The M7.1 Darfield earthquake shook the town of Christchurch (New Zealand) in the early morning on Saturday 4th September 2010 and caused damage to a number of heritage unreinforced masonry buildings. No fatalities were reported directly linked to the earthquake, but the damage to important heritage buildings was the most extensive to have occurred since the 1931 Hawke‟s Bay earthquake. In general, the nature of damage was consistent with observations previously made on the seismic performance of unreinforced masonry buildings in large earthquakes, with aspects such as toppled chimneys and parapets, failure of gables and poorly secured face-loaded walls, and in-plane damage to masonry frames all being extensively documented. This report on the performance of the unreinforced masonry buildings in the 2010 Darfield earthquake provides details on typical building characteristics, a review of damage statistics obtained by interrogating the building assessment database that was compiled in association with post-earthquake building inspections, and a review of the characteristic failure modes that were observed.