• Title of article

    Stabilisation of the Cathedral of the Blessed Sacrament following the Canterbury earthquakes

  • Author/Authors

    Lester، نويسنده , , J.R. and Brown، نويسنده , , A.G. and Ingham، نويسنده , , J.M.، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2013
  • Pages
    22
  • From page
    648
  • To page
    669
  • Abstract
    As a result of the 4 September 2010 Darfield earthquake and the more damaging 22 February 2011 Christchurch earthquake, considerable damage occurred to a significant number of buildings in Christchurch. The damage that occurred to the Christchurch Roman Catholic Cathedral of the Blessed Sacrament (commonly known as the Christchurch Basilica) as a result of the Canterbury earthquakes is reported, and the observed failure modes are identified. A previous strengthening intervention is outlined and the estimated capacity of the building is discussed. This strengthening was completed in 2004, and addressed the worst aspects of the building’s seismic vulnerability. Urgent work was undertaken post-earthquake to secure parts of the building in order to limit damage and prevent collapse of unstable parts of the building. The approach taken for this securing is outlined, and the performance of the building and the previously installed earthquake strengthening intervention is evaluated. consideration throughout the project was the interaction between the structural securing requirements that were driven by the requirement to limit damage and mitigate hazards, and the heritage considerations. Lessons learnt from the strengthening that was carried out, the securing work undertaken, and the approach taken in making the building “safe” are discussed. Some conclusions are drawn with respect to the effectiveness of strengthening similar building types, and the approach taken to secure the building under active seismic conditions.
  • Keywords
    Structural failures , DAMAGE ASSESSMENT , risk assessment , Failure modes , Safety
  • Journal title
    Engineering Failure Analysis
  • Serial Year
    2013
  • Journal title
    Engineering Failure Analysis
  • Record number

    2339870