Search

found 852 results

Articles, UC QuakeStudies

A post on the NZ Raw blog written by Mark Lincoln on 24 February 2011. Mark says, "I think this is the first post I wrote after the Feb 2011 earthquake. That first photo was my first view after coming out of the office. There's a popular wide panoramic photo that someone took from the Port Hills of all of the dust rising up from the city - the photo in the blog post shows what it looked like from within the dust cloud! There are people gathering further down the street where a building has collapsed".

Images, UC QuakeStudies

Felled trees near the Park Terrace bridge in Hagley Park. A lamp post in the background is on a noticeable lean and a damaged shipping container can be seen to the left. The shipping container was damaged when the tree fell during the 22 February 2011 earthquake.

Images, UC QuakeStudies

A photograph submitted by Emma Oakden to the QuakeStories website. The description reads, "Intersection of Retreat Road and Avonside Drive, post September 4th earthquake".

Articles, UC QuakeStudies

A PDF copy of a page on the EQ Recovery Learning site which linked to a YouTube video. In 2015, Christchurch hosted the biggest international cricket tournament ever to be played in New Zealand - the ICC Cricket World Cup. Take a look behind the scenes and through the eyes of some of Canterbury's most passionate cricketers as cricket makes its epic return to the Hagley Oval.

Research papers, The University of Auckland Library

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/

Articles, UC QuakeStudies

A post on the NZ Raw blog written by Mark Lincoln on 4 September 2010. Mark says, "This is the first [blog post] I wrote on 4th Sept. I always remember an announcer on the radio having the first on-air interview with Geonet/EQC (obviously only 1 or 2 staff members at that stage!). The announcer asked if the aftershocks would carry on for much longer and the Geonet guy said they could carry on for a few weeks. Radio announcer seemed shocked".