Damaged house on Chester St East with the windows boarded up.
Damaged houses perched on the edge of the cliff at Redcliffs.
A photograph of an earthquake-damaged house at 482 Avonside Drive.
Damaged house on Chester St East with the windows boarded up.
A damaged house inside the CBD cordon seen through a fence.
Damage to the tile roof of a house in Kerrs Road.
Building wreckage lies in the yard of a badly damaged house.
Damage to the tile roof of a house in Kerrs Road.
A photograph of a house with a damaged roof. The photograph is captioned by Paul Corliss, "25 Mount Pleasant Road".
A photograph of houses with damaged roofs. The photograph is captioned by Paul Corliss, "Lower slopes at McCormacks Bay".
A photograph of houses with damaged roofs. The photograph is captioned by Paul Corliss, "Lower slopes at McCormacks Bay".
A photograph of a house with a damaged roof. The photograph is captioned by Paul Corliss, "25 Mount Pleasant Road".
Damage to Weston House on Park Terrace. The front wall of those house has crumbled into the garden below. USAR codes have been spray-painted on the brick wall.
There is very little research on total house strength that includes contributions of non-structural elements. This testing programme provides inclusive stiffness and response data for five houses of varying ages. These light timber framed houses in Christchurch, New Zealand had minor earthquake damage from the 2011 earthquakes and were lateral load tested on site to determine their strength and/or stiffness, and to identify damage thresholds. Dynamic characteristics including natural periods, which ranged from 0.14 to 0.29s were also investigated. Two houses were quasi-statically loaded up to approximately 130kN above the foundation in one direction. Another unidirectional test was undertaken on a slab-on-grade two-storey house, which was also snapback tested. Two other houses were tested using cyclic quasi-static loading, and between cycles snapback tests were undertaken to identify the natural period of each house, including foundation and damage effects. A more detailed dynamic analysis on one of the houses provided important information on seismic safety levels of post-quake houses with respect to different hazard levels in the Christchurch area. While compared to New Zealand Building Standards all tested houses had an excess of strength, damage is a significant consideration in earthquake resilience and was observed in all of the houses. http://www.aees.org.au/downloads/conference-papers/2015-2/
A photograph of a damaged house on Memorial Avenue. The chimney has crumbled and the house is on a noticeable lean.
A photograph of a house with a damaged chimney. The photograph is captioned by Paul Corliss, "On River Road, red zone".
A photograph of the earthquake damage to a house in Christchurch. Bricks from the demolished house next door still lie on the roof and against the side wall.
A photograph of the earthquake damage to a house in Christchurch. The roof of the house has collapsed, bringing the top of the front wall down with it.
A photograph of the earthquake damage to a house in Christchurch. The roof of the house has collapsed, bringing the top of the front wall down with it.
A damaged house where the house has separated from the foundations. A section of the roof has been covered by a tarpaulin.
Earthquake damage to a house. A small section of the house is covered by black tarp to protect it from the rain.
A damaged house perched on the edge of the cliff in Sumner.
A damaged house perched on the edge of the cliff in Sumner.
A damaged house perched on the edge of the cliff in Sumner.
A damaged house teetering on the edge of the cliff at Redcliffs.
A damaged house teetering on the edge of the cliff in Sumner.
A damaged house on Peterborough Street, marked with spray-painted USAR codes.
A damaged house teetering on the edge of the cliff at Redcliffs.
A damaged house perched on the edge of the cliff at Redcliffs.
A damaged house perched on the edge of the cliff at Redcliffs.