A photograph of the earthquake damage to St John the Baptist Church.
A photograph of the earthquake damage around details of the Cranmer Courts.
A photograph of the earthquake damage to St Paul's-Trinity-Pacific Church.
A photograph of the earthquake damage to 141 and 143 Manchester Street.
A photograph of earthquake damage to a detail of the Cranmer Centre.
A photograph of earthquake damage on a corner of the Cranmer Centre.
A photograph of the earthquake damage to 83 and 85 Manchester Street.
A photograph captioned by Paul Corliss, "Carlton corner, post 22 February earthquake".
A photograph captioned by Paul Corliss, "Carlton corner, post 22 February earthquake".
Earthquake damage to the front of the Cathedral of the Blessed Sacrament.
A photograph of the earthquake damage to Cecil House on Manchester Street.
A photograph of the earthquake damage to St Paul's-Trinity-Pacific Church.
A photograph of the earthquake damage to Montgomery's Building on Colombo Street.
Oral history interview with Anne about her experiences of the Canterbury earthquakes.
This paper presents preliminary field observations on the performance of selected steel structures in Christchurch during the earthquake series of 2010 to 2011. This comprises 6 damaging earthquakes, on 4 September and 26 December 2010, February 22, June 6 and two on June 13, 2011. Most notable of these was the 4 September event, at Ms7.1 and MM7 (MM as observed in the Christchurch CBD) and most intense was the 22 February event at Ms6.3 and MM9-10 within the CBD. Focus is on performance of concentrically braced frames, eccentrically braced frames, moment resisting frames and industrial storage racks. With a few notable exceptions, steel structures performed well during this earthquake series, to the extent that inelastic deformations were less than what would have been expected given the severity of the recorded strong motions. Some hypotheses are formulated to explain this satisfactory performance. http://db.nzsee.org.nz/SpecialIssue/44%284%290297.pdf
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