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Seismic fragility analysis of nuclear containment structure with Bayesian cloud analysis framework

  • Song Jin*
  • , Di Jiang
  • , Changhai Zhai
  • , Xuyang Cao
  • , Qinqin Yao
  • , Wenliu Xu
  • *Corresponding author for this work
  • Anhui University of Technology
  • School of Civil Engineering, Harbin Institute of Technology
  • China Nuclear Power Engineering Co.,Ltd.
  • Hohai University
  • Jiangxi Normal University

Research output: Contribution to journalArticlepeer-review

Abstract

Nuclear containment structure plays a critical role in safe operation of nuclear power plant. Seismic safety of nuclear power plant structures has become a hot issue in nuclear engineering community following Fukushima nuclear accident. Seismic fragility analysis, as a key element in probabilistic safety assessment of nuclear power plants, is widely used in nuclear power plant structures. This study presents an innovative method for seismic fragility analysis of engineering structures. The proposed methodology combines conventional Cloud analysis method and Bayesian framework. The accuracy and efficiency of the proposed methodology were demonstrated by a single-degree-of-freedom system, heavy computational efforts but high accuracy seismic fragility analysis method was adopted for comparison. Seismic fragility analysis of a typical prestressed concrete nuclear containment structure was analyzed using the proposed method. Results indicated that method proposed in this study can improve the accuracy of seismic fragility analysis. Furthermore, with the enhance of performance level, the increasing ratios for median seismic capacity of the nuclear containment structure was decreasing.

Original languageEnglish
Article number107519
JournalStructures
Volume69
DOIs
StatePublished - Nov 2024
Externally publishedYes

Keywords

  • Nuclear containment structure
  • Seismic fragility analysis, Bayesian framework
  • Seismic safety

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