• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.1
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• pp.73-80
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• 2022

In this study, details of NRC beam-column connections were developed in which beam and columns pre-assembled in factories using steel angles were bolted on site. The developed joint details are NRC-J type and NRC-JD type. NRC-J type is a method of tensile joining with TS bolts to the side and lower surfaces of the side plate of the NRC column and the end plate of the NRC beam. NRC-JD type has a rigid joint with high-strength bolts between the NRC beam and the side of the NRC column for shear, and with lap splices of reinforcing bar penetrating the joint and the beam main reinforcement for bending. For the seismic performance evaluation of the joint, three specimens were tested: an NRC-J specimen and NRC-JD specimen with NRC beam-column joint details, and an RC-J specimen with RC beam-column joint detail. As a result of the repeated lateral load test, the final failure mode of all specimens was the bending fracture of the beam at the beam-column interface. Compared to the RC-J specimen, the maximum strength of the specimen by the positive force was 10.1% and 29.6% higher in the NRC-J specimen and the NRC-JD specimen, respectively. Both NRC joint details were evaluated to secure ductility of 0.03 rad or more, the minimum total inter-story displacement angle required for the composite intermediate moment frame according to the KDS standard (KDS 41 31 00). At the slope by relative storey displacemet of 5.7%, the NRC-J specimen and the NRC-JD specimen had about 34.8% and 61.1% greater cumulative energy dissipation capacity than the RC specimen. The experimental strength of the NRC beam-column connection was evaluated to be 30% to 53% greater than the theoretical strength according to the KDS standard formula, and the standard formula evaluated the joint performance as a safety side.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.1
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• pp.81-88
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• 2022

In the NRC (New paradigm Reinforced Concrete) beam, steel forms, main angles used as main reinforcements, and shear angles used as basic shear reinforcements are welded and assembled in the form of vierendeel truss structures in a steel factory. After the NRC truss frame is installed at the site, additional main reinforcement and shear reinforcement are distributed. In this study, the shear performance evaluation of the NRC beam was conducted through shear tests in accordance with the type of shear reinforcement of the NRC beam (shear angle, inclined shear reinforcing bar, and U-type cover bar). As a result of the test, the initial stiffness was similar before the initial cracking of each specimen, and all specimens were shear fractured.The shear reinforcements of the specimens exhibited a yielding behavior at the time of the maximum sheat force, and the shear strengths of the specimens increased as the amount of reinforcement of the shear reinforcement increased. These results show that NRC shear reinforcements exhibit shear performance corresponding to their shear strength contribution. As a result of calculating the nominal shear strengths according to KDS 14 20 22, the experimental shear strengths of the NRC beam specimens with shear reinforcement was 37~146% larger than the nominal shear strengths, so It was evaluated as a safety side.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05c
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• pp.98-104
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• 1996

핵분열 생성물 방출량을 계산하는 모델들에 대한 비교 분석을 위해 GAPCON-THERMAL-2 Revision 2 (GT2R2) 코드를 이용하여 Beyer-Hann , Beyer-Hann with NRC High Burnup Correction, ANS5.4와 Modified ANS5.4 핵분열 생성물 방출 모델들을, RISO-M2-2C 핵연료봉의 실험결과와 비교하였다. Beyer-Hann 모델은 실험결과보다 낮게 예측한반면 ANS5.4 모델은 실험결과 보다 높게 예측하였다. 한편 NRC High Burnup Correction을 한 Beyer-Hann 모텔과Modified ANS5.4 모델은 실험 결과와 비슷한 방출비를 예측하였다. 이러한 결과를 확인하기 위해 국부적인 핵연료 온도와 연소도를 검토한 결과 ANS5.4 모델이 .Modified ANS5.4 모델보다 온도와 연소도에 따라 더 민감한 반응을 보이고 있으며, Beyer-Hann 모텔은 연소도 영향이 없이 각 온도 영역에서 일정하였고, Beyer-Hann with NRC High Burnup Correction 모델은 20,000MWd/MTU 연소도 이상영역에서 연소도 영향을 보이고 있다.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05c
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• pp.139-144
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• 1996

핵분열 생성물 방출량을 계산하는 모델들에 대한 비교 분석을 위해 GAPCON-THERMAL-2 Revision 2 (GT2R2) 코드를 이용하여 Beyer-Hann , Beyer-Hann with NRC High Burnup Correction, ANS5.4와 Modified ANS5.4 핵분열 생성물 방출 모델들을, RISO-M2-2C 핵연료봉의 실험결과와 비교하였다. Beyer-Hann 모델은 실험결과보다 낮게 예측한반면 ANS5.4 모델은 실험결과 보다 높게 예측하였다. 한편 NRC High Burnup Correction을 한 Beyer-Hann 모델과 Modified ANS5.4 모델은 실험 결과와 비슷한 방출비를 예측하였다. 이러한 결과를 확인하기 위해 국부적인 핵연료 온도와 연소도를 검토한 결과 ANS5.4 모델이 Modified ANS5.4 모델보다 온도와 연소도에 따라 더 민감한 반응을 보이고 있으며, Beyer-Hann 모델은 연소도 영향이 없이 각 온도 영역에서 일정하였고, Beyer-Hann with NRC High Burnup Correction 모델은 20,000MWd/MTU 연소도 이상영역에서 연소도 영향을 보이고 있다.

• Nuclear industry
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• v.7 no.4 s.50
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• pp.86-87
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• 1987

미국원자력규제위원회(NRC)의 조사에 의하면 배관파단의 원인은 파단부 부근의 배관내면이 심하게 감육하고 있으며 원자로 트?후의 2차계의 압력변동에 견디지 못했기 때문이라고 보여지고 있다.

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2003.11a
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• pp.124-129
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• 2003

In case that the mixing weight ratio of waste form between boric acid and paraffin was 3.3/l, which had been adopted in the concentrate waste drying system (CWDS) of domestic nuclear power plants. Using several specimens with different diameters and heights, 50/100mm specimens. compressive strength were measured. The experiment result showed that the small diameter specimens of compressive strength are increased more than large diameter specimens. (d=50＞75＞100mm) The average compressive strength of specimens showed that the range from 22.43 $\kg/textrm{cm}^2$ to 38.57$\kg/textrm{cm}^2$ (NRC standard$\geq$4.1 $\kg/textrm{cm}^2$). NRC standard is recommended that the compressive strength test specimens be right circular cylinders, 2 to 3 inches in diameter, with a height-to-diameter(H/D) ratio of approximately two. and compressive strength were increased more than large loading rate. As test result, this conditions are a good agreement, and estimated.

• Journal of Korean Ophthalmic Optics Society
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• v.15 no.4
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• pp.367-372
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• 2010

Purpose: The purpose of this study was to provide useful information for evaluating the sensory function of patients with strabismus by identifying the distribution of anomalous retinal correspondence (ARC) and normal retinal correspondence (NRC) by the degree of refractive errors and deviation angles. Methods: Objective refraction (AR/K, Cannon RK-F1, Japan) and subjective refraction tests were performed on 56 subjects (male: 26, female: 30) by an examiner; objective deviation angle was measured using synoptophore (OCULUS Synoptophore, Germany) with subject' eyes fully corrected for distance, and then subjective deviation angle was measured. Results: In all groups with refractive errors, the number of ARC was larger than that of NRC(67%). Particularly, it was largest in groups with myopia (71%), and in all groups, the number of UARC was larger than that of HARC. In groups with anisometropia, although the numbers of NRC and ARC were same, the number of UARC was larger than that of HARC as in other groups. In the distribution of NRC and ARC by deviation angle, the number of NRC was larger than that of ARC (46%) only at microstrabismus (0 ~ ${\pm}10{\triangle}$). Conclusions: Normal retinal correspondence were the most emmetropia in the retinal response were much higher than in the more hyperopia than the retinal correspondence were more myopia. In addition, the smaller the angle of retinal correspondence Normal over many, but overall, respectively.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2001.10a
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• pp.561-568
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• 2001

For obtaining the time history nodal responses of reactor building, a lumped-mass beam model composed of two sticks for the reactor building and the reactor support structure is developed. The time history responses for the non-isolated and isolated reactor buildings are calculated under an artificial time history, generated using the seismic spectrum curve of US NRC RG1.60. The analysis results show that the horizontal accelerations of the isolated building are dramatically decreased to one-tenths of the non-isolated one, but the vertical responses are increased by about 40%.

• Journal of Aquaculture
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• v.5 no.1
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• pp.69-79
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• 1992

The muscle extracts of the ascidian, Halocynthia roretzi cultured for two and three years old on the southern coast near Chungmu and the eastern coast near Pohang of Korea, were analyzed for extractive nitrogen (EN), free amino acids (FAA), combined amino acids (CAA), nucleotides and related compounds (NRC), quaternary ammonium bases and guanidino compounds using specimens collected in February 1989 and in April 1989, and compared for those contents with each other. As for the amount of EN, no remarkable difference was found between two- and three-year-old samples collected at St. 1 in the spring and winter seasons, while at St. 2 in the spring season the two-year-old sample was distinctly lower than the three-year-old one. Taurine, proline, glutamic acid, glycine and alanine were the major FAA in every sample. The amount of taurine, the most prominent FAA, was higher in three-year-old sample than in two-year-old one regardless of sampling station and season. Most of the other major FAA showed a similar tendency to EN at both sampling stations in both seasons. Adenosine 5'-triphosphate (ATP), adenosine 5'-diphosphate (ADP), adenosine 5'-monophosphate (AMP), inosine 5'-monophosphate (IMP), inosine (Ino) and hypoxanthine (Hyp) were detected in all the samples and ATP, ADP and AMP were the major ingredients. The amounts of total NRC were in parallel with those of EN and total FAA. As for the contents of betaines, two- and three-year-old samples collected in the winter season exhibited a great discrepancy each other, the former being clearly lower than the latter, but no remarkable difference was observed between two samples of two groups in the spring season. In proximate composition of the muscles, the two-year-old sample was considerably higher in moisture content and lower in protein and glycogen contents than the three-year-old one at St. 2 in the spring season. The large discrepancies observed between two- and three-year-old samples from St. 2 seems to be attributable to the difference in size of samples rather than to the difference in age.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.576-580
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• 2010

NRCS의 유출곡선지수 산정법(CN; Runoff Curve Number method)은 유역내의 토지 이용 및 토지 피복, 토양특성, 수문학적 조건 등을 이용하여 총 강우량으로부터 유효 유출량을 계산하는 방법으로서 이론의 간편성과 적용성으로 인하여 여러 분야에 적용되고 있다. 그러나, 유출곡선지수의 특성상 지역적인 특성에 따라 차이가 발생할 수 밖에 없음에도 국내에서는 대부분 미국 NEH(National Engineering Handbook)에서 제시한 기준을 이용하고 있는 실정이다. 이에 대하여 본 연구에서는 국내 유역의 강우-유출 특성을 반영한 유출곡선지수를 산정하고 강우에 따른 직접 유출량을 모의하기 위한 방법을 연구하였다. 이를 위하여 보청천 유역의 관측 강우-유출 자료에 Hawkins et al(1993)등이 제시한 점근 유출곡선지수방법을 적용하고 이를 국가수자원관리종합정보시스템(WAMIS)에서 제시한 값과 비교하였다. 또한 유역의 대표 유출곡선지수에 대한 회귀식을 유도하고 이를 이용하여 보청천 유역의 하계 유출을 모의하고 그 결과를 비교 분석 하였다. 연구결과 대표 유출곡선지수식을 이용한 유역의 직접유출 모의결과가 단일 유출곡선지수시의 모의결과보다 더 우수한 결과를 나타내었다.