An entry from Deb Robertson's blog for 20 February 2014 entitled, "Reflection".
An entry from Deb Robertson's blog for 18 January 2012 entitled, "500 days...".
An entry from Deb Robertson's blog for 11 August 2011 entitled, "[[Beautiful Quilt Pictures]]".
This thesis presents the application of data science techniques, especially machine learning, for the development of seismic damage and loss prediction models for residential buildings. Current post-earthquake building damage evaluation forms are developed for a particular country in mind. The lack of consistency hinders the comparison of building damage between different regions. A new paper form has been developed to address the need for a global universal methodology for post-earthquake building damage assessment. The form was successfully trialled in the street ‘La Morena’ in Mexico City following the 2017 Puebla earthquake. Aside from developing a framework for better input data for performance based earthquake engineering, this project also extended current techniques to derive insights from post-earthquake observations. Machine learning (ML) was applied to seismic damage data of residential buildings in Mexico City following the 2017 Puebla earthquake and in Christchurch following the 2010-2011 Canterbury earthquake sequence (CES). The experience showcased that it is readily possible to develop empirical data only driven models that can successfully identify key damage drivers and hidden underlying correlations without prior engineering knowledge. With adequate maintenance, such models have the potential to be rapidly and easily updated to allow improved damage and loss prediction accuracy and greater ability for models to be generalised. For ML models developed for the key events of the CES, the model trained using data from the 22 February 2011 event generalised the best for loss prediction. This is thought to be because of the large number of instances available for this event and the relatively limited class imbalance between the categories of the target attribute. For the CES, ML highlighted the importance of peak ground acceleration (PGA), building age, building size, liquefaction occurrence, and soil conditions as main factors which affected the losses in residential buildings in Christchurch. ML also highlighted the influence of liquefaction on the buildings losses related to the 22 February 2011 event. Further to the ML model development, the application of post-hoc methodologies was shown to be an effective way to derive insights for ML algorithms that are not intrinsically interpretable. Overall, these provide a basis for the development of ‘greybox’ ML models.
A view down London Street in Lyttelton. The road has been closed to traffic because of unstable and damaged buildings in the area. In the background is the Empire Hotel on London Street in Lyttelton. Bracing has been placed on the front of the building to keep it together and limit further damage from aftershocks. The building has been cordoned off with fencing.
A view down London Street in Lyttelton. The road has been closed to traffic because of unstable and damaged buildings in the area. In the background is the Empire Hotel on London Street in Lyttelton. Bracing has been placed on the front of the building to keep it together and limit further damage from aftershocks. The building has been cordoned off with fencing.
A view down London Street in Lyttelton. The road has been closed to traffic because of unstable and damaged buildings in the area. In the background is the Empire Hotel on London Street in Lyttelton. Bracing has been placed on the front of the building to keep it together and limit further damage from aftershocks. The building has been cordoned off with fencing.
A photograph looking across a cleared building site between Lichfield Street and Bedford row to damaged buildings on Lichfield Street.
A photograph looking across a cleared building site between Lichfield Street and Bedford row to damaged buildings on Lichfield Street.
A story submitted by Brenda Greene to the QuakeStories website.
Damage to a building in Poplar Lane. The gable end of the building has collapsed, exposing the rooms within.
A photograph of rubble from an earthquake-damaged building on Gloucester Street. The building is part of Stonehurst Accommodation.
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02604
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02600
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02599
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02606
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02601
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02605
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02607
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02598
Christchurch Earthquake Aftermath PWS-2010-09-19-DSC02602
A photograph damage to St John's Church, Lyttelton.
A damaged building on Durham Street. Cracks can be been in the brickwork, as well as a pile of bricks from a damaged wall to the left. Wire fencing has been placed around the building as a cordon. USAR codes have been spray-painted on the front window.
Summary of oral history interview with Alana Harvey about her experiences of the Canterbury earthquakes.
A photograph of the damaged Durham Street Methodist Church.
A photograph of damage to St John's Church, Lyttelton.
A photograph of the damaged Durham Street Methodist Church.
A photograph of the damaged Durham Street Methodist Church.
A photograph of the damaged Durham Street Methodist Church.
Earthquake damaged building on a Walk around the city, May 1, 2014 Christchurch New Zealand. Demolition work on Christchurch's "distinctive" former civic building is under way. The category-2 heritage building was designed by G A J Hart and opened in 1939 as the Miller's department store. It featured the South Island's first escalator, which...