Photograph by Paul Corliss 1992
Images, UC QuakeStudies
A photograph of a damaged footpath. The photograph is captioned by Paul Corliss, "River Road, Avonside".
A photograph of a damaged footpath. The photograph is captioned by Paul Corliss, "River Road, Avonside".
A photograph captioned by BeckerFraserPhotos, "The former Post Office clock tower in Cathedral Square, the clock face boarded up with plywood".
A photograph from a time-lapse series documenting the contruction of Gap Filler's Pallet Pavilion. The photograph was taken from the top of the Christchurch Casino.
A video of Ladi6 and All Right? staff member Ciaran Fox "getting out and about in Christchurch", talking to Anni Watkin and Shaun Asi from Youth and Cultural Development (YCD). Watkin and Asi talk about their work with YCD and youth both before and after the earthquakes. YCD are an independent organisation providing opportunities to young people and support to those who are at risk of getting caught in a cycle of offending. YCD was set up by Ladi's parents in 1992. All Right? uploaded the video to YouTube on 21 April 2015 and posted a link to the video on their Facebook Timeline on 11 May 2015 at 7:00pm.
An UnReinforced clay brick Masonry (URM) chimney is composed of a cantilever URM appendage above a roofline and is considered one of the most earthquake prone non-structural compo¬nents within vintage URM and timber-framed buildings. Observations from past earthquakes including the 1992 Big Bear City earthquake, 1994 Northridge earthquake, 2001 Nisqually earthquake, 2010/2011 Canterbury earthquakes, 2012 Northern Italy earthquakes, and 2014 South Napa earthquake served repeatedly as a reminder of the hazard induced by URM chimneys. The observed failure types included several cases where the adopted retrofit techniques were not adequate to effectively secure chimneys dur¬ing the earthquake. Data collected during the 2010/2011 post-earthquake building assessments in Christchurch and insur¬ance claims are reported herein. Five full-scale solid clay brick URM chimneys which replicated the most encountered geometrical and construction characteristics were subjected to shake table testing. Two chim¬ney samples were representative of the as-built conditions, while three samples were retrofitted using two different configurations of Near-Surface-Mounted (NSM) Carbon-Fibre-Reinforced-Polymer (CFRP) strips and post-tensioning techniques. The adopted securing techniques allowed an increase in seismic acceleration capacity of more than five times for chimneys constructed with ultra-weak mortar and more than twice for chimneys built with weak mortar. http://www.16ibmac.com/