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논문 기본 정보

자료유형
학술저널
저자정보
저널정보
한국원자력학회 Nuclear Engineering and Technology Nuclear Engineering and Technology 제50권 제8호
발행연도
2018.1
수록면
1,372 - 1,386 (15page)

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Despite recent advances in multi-hazard analysis, the complexity and inherent nature of such problemsmake quantification of the landslide effect in a probabilistic safety assessment (PSA) of NPPs challenging. Therefore, in this paper, a practical approach was presented for performing an earthquake-inducedlandslide PSA for NPPs subject to seismic hazard. To demonstrate the effectiveness of the proposedapproach, it was applied to Korean typical NPP in Korea as a numerical example. The assessment resultrevealed the quantitative probabilistic effects of peripheral slope failure and subsequent run-out effecton the risk of core damage frequency (CDF) of a NPP during the earthquake event. Parametric studieswere conducted to demonstrate how parameters for slope, and physical relation between the slope andNPP, changed the CDF risk of the NPP. Finally, based on these results, the effective strategies were suggestedto mitigate the CDF risk to the NPP resulting from the vulnerabilities inherent in adjacent slopes. The proposed approach can be expected to provide an effective framework for performing theearthquake-induced landslide PSA and decision support to increase NPP safety

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