A video of an interview with John Laurenson, Principal at Shirley Boys' High School, about the Government announcement of a possible merger of Shirley Boys' and Christchurch Boys' High Schools. Laurenson explains that the government has retracted this statement and that Shirley Boys' will be rebuilt. He also talks about how the announcement has upset the Shirley community.
A video of an interview with students from Shirley Boys' High School about the plans to merge their school with Christchurch Boys' High School.
Students at Christchurch's Shirley Boys High School were upbeat about their return today to their old school, for the first time since the February earthquake.
A video of a press conference with Minister of Education Hekia Parata about the Ministry's decisions for secondary schools in Christchurch. Earlier in the day Parata announced that all secondary schools will stay open, and that Avonside Girls' High School and Shirley Boys' High School will share a new site.
A PDF copy of pages 282-283 of the book Christchurch: The Transitional City Pt IV. The pages document the transitional project 'Co-Location of Secondary Schools in Christchurch Post 22 February 2011 Earthquake'. Photo: Phil Arvidson. With permission: St Bede's, Marian College and the Ministry of Education.
A graphic showing work done by volunteers in order to earn tickets to The Concert.
As part of a seismic retrofit scheme, surface bonded glass fiber-reinforced polymer (GFRP) fabric was applied to two unreinforced masonry (URM) buildings located in Christchurch, New Zealand. The unreinforced stone masonry of Christchurch Girls’ High School (GHS) and the unreinforced clay brick masonry Shirley Community Centre were retrofitted using surface bonded GFRP in 2007 and 2009, respectively. Much of the knowledge on the seismic performance of GFRP retrofitted URM was previously assimilated from laboratory-based experimental studies with controlled environments and loading schemes. The 2010/2011 Canterbury earthquake sequence provided a rare opportunity to evaluate the GFRP retrofit applied to two vintage URM buildings and to document its performance when subjected to actual design-level earthquake-induced shaking. Both GFRP retrofits were found to be successful in preserving architectural features within the buildings as well as maintaining the structural integrity of the URM walls. Successful seismic performance was based on comparisons made between the GFRP retrofitted GHS building and the adjacent nonretrofitted Boys’ High School building, as well as on a comparison between the GFRP retrofitted and nonretrofitted walls of the Shirley Community Centre building. Based on detailed postearthquake observations and investigations, the GFRP retrofitted URM walls in the subject buildings exhibited negligible to minor levels of damage without delamination, whereas significant damage was observed in comparable nonretrofitted URM walls AM - Accepted Manuscript