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Images for Brick by Brick; more images...

Images, UC QuakeStudies

A brick building supported by shipping containers on Colombo Street. The side wall of the building has been revealed by the demolition of the adjoining building. Security fences have been placed around the building to restrict access.

Images, UC QuakeStudies

Fallen potplants and jumbled paving bricks outside Stewart Dawsons in Cashel Mall. A public walkway down Colombo Street to a small viewing area in the Square was opened up for a few weekends to allow the public to see inside the Red Zone.

Images, UC QuakeStudies

Damage to the Caxton Press building (left) and the adjoining building. In front is a pile of bricks, cordonned off with tape and road cones to keep the public away. Spray-painted codes show that the buildings have been checked by USAR.

Images, UC QuakeStudies

Damage to the Fuze Restaurant and Bar on the corner of Oxford Street and Norwich Quay. The top of the building facade has crumbled into the street below and wire fencing has been placed around the building as a cordon.

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/

Images, UC QuakeStudies

A view down Victoria Street from the corner of Victoria Street and Bealey Avenue. On the left is the damaged Knox Church, where the brick has crumbled but the wooden roof frame is still intact. In front is a tent where the Army is guarding the cordon from.

Images, UC QuakeStudies

Damage to a residential building near Bealey Avenue. The brick frontage has completely collapsed exposing the interior, and the roof is supported by jacks. A red sticker has been placed on the door.