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Construction defects and wind fragility assessment for metal roof failure: A Bayesian approach

  • Hao Qin*
  • , Mark G. Stewart
  • *Corresponding author for this work
  • University of Newcastle

Research output: Contribution to journalArticlepeer-review

Abstract

Post-damage observations reveal that construction error is one of the major contributors to roof damage for houses subjected to extreme winds. In this study, a Bayesian approach was developed to probabilistically quantify the construction defect rates in roof connections, which enables a systematic integration of expert judgement, human reliability analysis (HRA) techniques and limited construction defect data. The reductions of uplift capacities for defective roof connections were also probabilistically modelled based on experimental evidence and engineering judgement. The developed construction defect model was incorporated in a reliability-based fragility method to assess the wind damage to metal roof cladding and timber roof trusses for contemporary houses in non-cyclonic regions of Australia. It was found that, the effects of construction defects are significant for the predicted roof cladding fragility, whereas for roof truss fragility, such effects are lower.

Original languageEnglish
Article number106777
JournalReliability Engineering and System Safety
Volume197
DOIs
StatePublished - May 2020
Externally publishedYes

Keywords

  • Bayesian method
  • Construction defects
  • Contemporary houses
  • Fragility assessment
  • Human reliability analysis
  • Roof connections

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