Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/78184
Type: Conference paper
Title: Performance of unreinforced masonry structures in the 2010/2011 Canterbury earthquake sequence
Author: Moon, L.
Griffith, M.
Dizhur, D.
Ingham, J.
Citation: Proceedings of the 15th World Conference on Earthquake Engineering, 15WCEE, 2012; pp.1-10
Publisher: International Association for Earthquake Engineering
Issue Date: 2012
Conference Name: World Conference on Earthquake Engineering (15th : 2012 : Lisbon, Portugal)
Statement of
Responsibility: 
Moon, LM ; Griffith, MC ; Dizhur, D ; Ingham, JM
Abstract: Following the magnitude 6.3 aftershock in Christchurch, New Zealand, on 22 February 2011, a number of researchers were sent to Christchurch as part of the New Zealand Natural Hazard Research Platform funded “Project Masonry” Recovery Project. Their goal was to document and interpret the damage to the masonry buildings and churches in the region. Approximately 650 unreinforced and retrofitted clay brick masonry buildings in the Christchurch area were surveyed for commonly occurring failure patterns and collapse mechanisms. The entire building stock of Christchurch, and in particular the unreinforced masonry building stock, is similar to that in the rest of New Zealand, Australia, and abroad, so the observations made here are relevant for the entire world.
Rights: Copyright status unknown
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

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