• Journal of the Computational Structural Engineering Institute of Korea
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• v.27 no.2
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• pp.103-111
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• 2014

In this study, the probabilistic internal pressure fragility analysis was performed by using the non-linear finite element analysis method. The target structure is one of the containment buildings of typical domestic pressurized water reactors(PWRs). The 3-dimensional finite element model of the containment building was developed with considering the large equipment hatches. To consider uncertainties in the material properties and structural capacities, we performed the sensitivity analysis of the ultimate pressure capacity with respect to the variation of four important uncertain parameters. The results of the sensitivity analysis were used to the selection of the probabilistic variables and the determination of their probabilistic parameters. To reflect the present condition of the tendon pre-stressing force, the data of the pre-stressing force acquired from the in-service inspections of tendon forces were used for the determination of the median value. Two failure modes(leak, rupture) were considered and their limit states were defined to assess the internal pressure fragility of target containment building. The internal pressure fragilities for each failure mode were evaluated in terms of median internal pressure capacity, high confidence low probability of failure(HCLPF) capacity, and fragility curves with respect to the confidence levels. The HCLPF capacity was 115.9 psig for leak failure mode, and 125.0 psig for rupture failure mode.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.18 no.4 s.70
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• pp.335-345
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• 2005

This paper concentrates on the nonlinear analysis of prestressed concrete (PSC) containment structures. Unlike a commercialized program which adopts the perfect bond assumption between concrete and tendon in the analysis of PSC structures, a numerical algorithm to consider the slip effect, simultaneously with the use of commercialized programs such as DIANA and ABAQUS, is introduced in this paper For bonded tendons, the apparent yield stress of an embedded tendon is determined from the bond slip relationship. And for unbonded tendons, Correction for the strength and stiffness of unbonded internal tendons is achieved on the basis of an iteration scheme derived from the slip behavior of tendon along the entire length. Finally, the developed algorithm is applied to two PSC containment structures of PWR and CANDU to verify its efficiency and applicability in simulating the structural behavior of large complex structures, and the obtained result shows that both containment structures represent the ultimate pressure capacity larger than about 3 times of the design pressure.

• Proceedings of the Korean Nuclear Society Conference
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• 1997.05a
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• pp.592-599
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• 1997

중대사고관리 전략의 하나로서 피동형-설계에 적용되고 있는 용기내부보존(IVR)기념 - 이 논문에서는 실제적으로 원자로 압력용기벽 외부냉각(ERVC)방법을 사용한다 -이 규제측면에서는 용융물의 냉각가능성 쟁점의 해결이라는 문맥에서 조감되었다; 기술측면에서는 IVR개념의 신빙성 및 유융성이 언급되었다. 덧붙여서, 이 ERVC방법들이 개량형-설계에 적용되기 위하여 요구되는 점들이 규제측면과 기술측면에서 각각 검토되었다. 이 검토결과의 바탕위에서 용융물 냉각가능성/급냉가능성의 쟁점과 관련하여 전력연구원(KEPRI) 신형원전개발센타(CARD)에서 개발중인 한국차세대원전(KNGR)-설계에서 선택될 수 있는 대안적 전략들이 제안되었다: (1) 전략1A: 젖은공동방법의 신빙성에 기반을 두는 것; (2) 전략1B: 젖은공동방법/격납건물건전성에 기반을 두는 것; (3) 전략2A : ERVC방법의 신빙성에 기만을 두는 것, (4)전략2B: ERVC방법/격납 건물건전성의 균형된 접근법에 기반을 두는 것. 마지막으로, 신형-설계적용의 관점에서 각각 규제측면과 기술측면에서 본 현황파악 및 대책마련의 권고사항이 제시되었다.

• Journal of Radiation Protection and Research
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• v.17 no.2
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• pp.61-70
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• 1992

Photon, neutron and beta radiation fields were measured at PWR plants which are the representative types of nuclear power plant operated in Korea. The photon energy spectra were measured at locations in the auxiliary building during operation period and in the containment vessel(C/V) during shutdown period using a portable gamma spectrometer with a HPGe detector. The distribution of average energy was found to range from 440 to 780 keV in the C/V and from 280 keV to 760 keV in the auxiliary building, respectively. The average neutron energy measured at the five locations around the operation deck in the C/V in operation using a BMSS (Bonner Multi-Sphere Spectrometer) ranged from 20 keV to 210 keV. A computer code, BUNKI was used to unfold the spectrum. The beta energy spectra in the C/V and in the auxiliary building in annual outage were determined using 14 smear samples taken from the highly contaminated areas. The analysis showed that the representative corrosion product, $^{60}Co$ made main contribution to the beta energy field.