دانلود مقاله ISI انگلیسی شماره 137290
ترجمه فارسی عنوان مقاله

یک روش ارزیابی ریسک احتمالی لرزه ای چند سازمانی پیشرفته چند منظوره

عنوان انگلیسی
An improved multi-unit nuclear plant seismic probabilistic risk assessment approach
کد مقاله سال انتشار تعداد صفحات مقاله انگلیسی
137290 2018 26 صفحه PDF
منبع

Publisher : Elsevier - Science Direct (الزویر - ساینس دایرکت)

Journal : Reliability Engineering & System Safety, Volume 171, March 2018, Pages 34-47

پیش نمایش مقاله
پیش نمایش مقاله  یک روش ارزیابی ریسک احتمالی لرزه ای چند سازمانی پیشرفته چند منظوره

چکیده انگلیسی

This paper proposes an improved approach to external event probabilistic risk assessment for multi-unit sites. It considers unit-to-unit dependencies based on the integration of the copula notion, importance sampling, and parallel Monte Carlo simulation, including their implementation on standard PRA software tools. The multi-unit probabilistic risk assessment (MUPRA) approach and issues related to the current methods for seismic dependencies modeling are discussed. The seismic risk quantification is discussed in the context of two typical numerical schemes: the discretization-based scheme and simulation-based scheme. The issues related to the current discretization-based scheme are also highlighted. To address these issues and to quantify the seismic risk at the site level, an improved approach is developed to quantify the site-level fragilities. The approach is based on a hybrid scheme that involves the simulation-based method to account for the dependencies among the multi-unit structures, systems and components (SSCs) at the group level of dependent SSCs, and the discretization-based scheme. Finally, a case study is developed for the seismic-induced Small Loss of Coolant Accident (SLOCA) for a hypothetical nuclear plant site consisting of two identical advanced (GEN-III) reactor units. The results from this case study summarize the effects of correlation across multiple reactor units on the site-level core damage frequency (CDF). Three multi-unit CDF metrics (site, concurrent and marginal) were calculated for this case study. It is concluded that based on correlations between the SSCs, the total site CDF metric would be the most appropriate multi-unit CDF metric for seismic risk.