An entry from Deb Robertson's blog for 3 June 2012 entitled, "A Jubilee Party...".
Photograph captioned by BeckerFraserPhotos, "Tree house Karaoke Party Bar, 154 Manchester Street".
Photograph captioned by BeckerFraserPhotos, "Tree house Karaoke Party Bar, 154 Manchester Street".
A pdf copy of a post from the One Voice Te Reo Kotahi blog. The post is titled, "NGO Networking Party - 25 November, 7:30pm".
A photograph of a notice on the fence of a house on Marine Parade in North Brighton. The notice reads, "Public Notice, EQC and other parties have declared this property stable and of no threat to the safety of any other parties. Dated 15/03/11. Please keep out".
A photograph of a notice on the window of a house on Marine Parade in North Brighton. The notice reads, "Public Notice, EQC and other parties have declared this property stable and of no threat to the safety of any other parties. Dated 15/03/11. Please keep out".
Spraypainted messages on a damaged building read "Party wall" and "Look up".
A building on Victoria Street which has been party deconstructed, the inside staircase now visible.
A document which illustrates the impetus for SCIRT's zero harm programme, the parties involved, initiatives undertaken and outcomes achieved.
A photograph of a sign painted on a sheet of plywood on St Andrews Hill Road. The sign reads, "Poppy's Party".
A photograph submitted by TimĀ Kerr to the QuakeStories website. The description reads, "A real party piece. The hosts claimed they entertained 40 guests in here! PagesĀ Rd".
Photograph captioned by BeckerFraserPhotos, "Looking south along Manchester Street from the Hereford Street intersection".
The northern side of the Christ Church Cathedral with the cafe and store in the foreground. Shipping containers have been placed around the eastern side of the Cathedral to protect the road from falling debris. Wire fencing has also been placed around the building as a cordon. To the right, the damaged and party deconstructed tower can be seen with the missing spire which fell during the 22 February 2011 earthquake.
A poster created by Empowered Christchurch to advertise their submission to the CERA Draft Transition Recovery Plan on social media.The poster reads, "Submission. CERA Draft Transition Recovery Plan. 5. In your opinion, is there a better way to report on these recovery issues? We believe that, as regards residential recovery, monitoring should extend to code compliance certificates. According to figures published in 2014, only factions of repairs/rebuilds are completed with the issue of a code compliance certificate. To conclude the work to the required standard, someone must pay for the code compliance. Leaving things as they are could have serious negative consequences for the recovery and for the city as a whole. We suggest an investigation of number of outstanding code compliance certificates and that responsible parties are made to address this outstanding work. We need a city that is driven by the people that live in it, and enabled by a bureaucracy that accepts and mitigates risks, rather than transferring them to the most vulnerable residents."
The 2010-2011 Christchurch earthquakes generated damage in several Reinforced Concrete (RC) buildings, which had RC walls as the principal resistant element against earthquake demand. Despite the agreement between structural engineers and researchers in an overall successfully performance there was a lack of knowledge about the behaviour of the damaged structures, and even deeper about a repaired structure, which triggers arguments between different parties that remains up to these days. Then, it is necessary to understand the capacity of the buildings after the earthquake and see how simple repairs techniques improve the building performance. This study will assess the residual capacity of ductile slender RC walls according to current standards in New Zealand, NZS 3101.1 2006 A3. First, a Repaired RC walls Database is created trying to gather previous studies and to evaluate them with existing international guidelines. Then, an archetype building is designed, and the wall is extracted and scaled. Four half-scale walls were designed and will be constructed and tested at the Structures Testing Laboratory at The University of Auckland. The overall dimensions are 3 [m] height, 2 [m] length and 0.175 [m] thick. All four walls will be identical, with differences in the loading protocol and the presence or absence of a repair technique. Results are going to be useful to assess the residual capacity of a damaged wall compare to the original behaviour and also the repaired capacity of walls with simpler repair techniques. The expected behaviour is focussed on big changes in stiffness, more evident than in previously tested RC beams found in the literature.