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Showing 1 to 3 of 3 for “"2010-2011 Canterbury Earthquake Sequence"”.

  1. Assessment of Perforated Unreinforced Masonry Walls Responding In-Plane

    … elements. From observations of damage after the 2010/2011 Canterbury earthquake sequence, this assumption has been proven to be invalid for certain perforated wall geometries. The research reported in this thesis was conducted with the primary aim of developing a practitioner focused assessment …

    auckland-ms Repository record for Assessment of Perforated Unreinforced Masonry Walls Responding In-Plane (opens in a new tab)

  2. Post-earthquake assessment of damaged and repaired reinforced concrete wall buildings

    … rates were observed in New Zealand after the 2010-2011 Canterbury Earthquake Sequence despite the success of modern seismic design standards to achieve required performance objectives such as life safety and collapse prevention. Approximately 60% of the multi-storey reinforced concrete (RC) …

    auckland-ms Repository record for Post-earthquake assessment of damaged and repaired reinforced concrete wall buildings (opens in a new tab)

  3. A computational framework for modelling post-earthquake building damage, loss of functionality and recovery

    Large earthquakes often cause significant socio-economic disruptions to communities that last beyond physical damage to buildings and infrastructure. In both New Zealand and international contexts, this has prompted a shift in seismic design paradigm from a sole focus on life safety to approaches …

    auckland-ms Repository record for A computational framework for modelling post-earthquake building damage, loss of functionality and recovery (opens in a new tab)