°ÇÃ൵½Ã°ø°£¿¬±¸¼Ò

Architecture & Urban Research Institute

pdf¿ø¹®º¸±â ¿¡·¯ ÇØ°á¹æ¹ý ¹Ù·Î°¡±â



¹®ÇåȨ > ¿¬±¸³í¹® > »ó¼¼

[¿ø¹®º¸±â½Ã ¼ÒºñµÇ´Â Æ÷ÀÎÆ® : 100 Æ÷ÀÎÆ®] ¹Ì¸®º¸±â Àοë

Çѱ¹ÁöÁø°øÇÐȸ|³í¹®Áý 2024³â 11¿ù

³í¹®¸í ¿øÀü ÁöÁø ¸®½ºÅ© Àú°¨À» À§ÇÑ MACST ¼³ºñÀÇ ³»Áø ¼º´É ÃÖÀûÈ­ / Identification of Optimal Seismic Capacity of MACST Facilities for Seismic Risk Reduction of Nuclear Power Plant
ÀúÀÚ¸í ±è¹Î±Ô ; ÃÖÀ¯Á¤ ; Àå½ÂÇö ; ÇÔ´ë±â
¹ßÇà»ç Çѱ¹ÁöÁø°øÇÐȸ
¼ö·Ï»çÇ× Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý, Vol.28 No.6(Åë±Ç 162È£) (2024-11)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(335) ÃÑÆäÀÌÁö(10)
ISSN 1226-525X
ÁÖÁ¦ºÐ·ù ±¸Á¶
ÁÖÁ¦¾î ; Nuclear power plants; MACST; Risk reduction; Optimal capacity; Seismic hazard; I-DQFM
¿ä¾à2 This study investigates the risk reduction effect and identifies the optimal capacity of Multi-barrier Accident Coping Strategy (MACST) facilities for nuclear power plants (NPPs) under seismic hazard. The efficacy of MACST facilities in OPR1000 and APR1400 NPP systems is evaluated by utilizing the Improved Direct Quantification of Fault Tree with Monte Carlo Simulation (I-DQFM) method. The analysis encompasses a parametric study of the seismic capacity of two MACST facilities: the 1.0 MW large-capacity mobile generator and the mobile low-pressure pump. The results demonstrate that the optimal seismic capacity of MACST facilities for both NPP systems is 1.5g, which markedly reduces the probability of core damage. In particular, the core damage risk is reduced by approximately 23% for the OPR1000 system, with the core damage fragility reduced by approximately 72% at 1.0g seismic intensity. For the APR1400 system, the implementation of MACST is observed to reduce the core damage risk by approximately 17% and the core damage fragility by approximately 44% under the same conditions. These results emphasize the significance of integrating MACST facilities to enhance the resilience and safety of NPPs against seismic hazard scenarios, highlighting the necessity for continuous adaptation of safety strategies to address evolving natural threats.
¼ÒÀåó Çѱ¹ÁöÁø°øÇÐȸ
¾ð¾î Çѱ¹¾î
DOI https://doi.org/10.5000/EESK.2024.28.6.335