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During the 2010/2011 Canterbury earthquakes, Reinforced Concrete Frame with Masonry Infill (RCFMI) buildings were subjected to significant lateral loads. A survey conducted by Christchurch City Council (CCC) and the Canterbury Earthquake Recovery Authority (CERA) documented 10,777 damaged buildings, which included building characteristics (building address, the number of storeys, the year of construction, and building use) and post-earthquake damage observations (building safety information, observed damage, level of damage, and current state of the buildings). This data was merged into the Canterbury Earthquake Building Assessment (CEBA) database and was utilised to generate empirical fragility curves using the lognormal distribution method. The proposed fragility curves were expected to provide a reliable estimation of the mean vulnerability for commercial RCFMI buildings in the region. http://www.13thcms.com/wp-content/uploads/2017/05/Symposium-Info-and-Presentation-Schedule.pdf VoR - Version of Record
A blog post from US Ambassador to New Zealand and Samoa, David Huebner, titled, "Embassy Science Fellowship Program Focuses on Earthquake Research".
Views the day after Boxing Day 2010 PWS-2010-12-27-DSC6319
Views the day after Boxing Day 2010 PWS-2010-12-27-DSC6318
Views the day after Boxing Day 2010 PWS-2010-12-27-DSC6324
A blog post from US Ambassador to New Zealand and Samoa, David Huebner, titled, "Christchurch Earthquake Teams in Motion".
A photograph captioned by Paul Corliss, "Post-earthquake buildings".
A photograph captioned by Paul Corliss, "Post-earthquake buildings".
A photograph captioned by Paul Corliss, "Post-earthquake buildings".