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Uncertainty reduction of seismic fragility of intake tower using Bayesian Inference and Markov Chain Monte Carlo simulation

  • Alam, Jahangir (Civil and Environmental Engineering, Kunsan National University) ;
  • Kim, Dookie (Civil and Environmental Engineering, Kunsan National University) ;
  • Choi, Byounghan (Rural research Institute)
  • 투고 : 2016.06.27
  • 심사 : 2017.05.17
  • 발행 : 2017.07.10

초록

The fundamental goal of this study is to minimize the uncertainty of the median fragility curve and to assess the structural vulnerability under earthquake excitation. Bayesian Inference with Markov Chain Monte Carlo (MCMC) simulation has been presented for efficient collapse response assessment of the independent intake water tower. The intake tower is significantly used as a diversion type of the hydropower station for maintaining power plant, reservoir and spillway tunnel. Therefore, the seismic fragility assessment of the intake tower is a pivotal component for estimating total system risk of the reservoir. In this investigation, an asymmetrical independent slender reinforced concrete structure is considered. The Bayesian Inference method provides the flexibility to integrate the prior information of collapse response data with the numerical analysis results. The preliminary information of risk data can be obtained from various sources like experiments, existing studies, and simplified linear dynamic analysis or nonlinear static analysis. The conventional lognormal model is used for plotting the fragility curve using the data from time history simulation and nonlinear static pushover analysis respectively. The Bayesian Inference approach is applied for integrating the data from both analyses with the help of MCMC simulation. The method achieves meaningful improvement of uncertainty associated with the fragility curve, and provides significant statistical and computational efficiency.

키워드

과제정보

연구 과제 주관 기관 : Disaster and Safety Management Institute

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피인용 문헌

  1. Bayesian demand model based seismic vulnerability assessment of a concrete girder bridge vol.9, pp.4, 2017, https://doi.org/10.12989/acc.2020.9.4.337