• 한국지진공학회논문집
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• 제6권2호
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• pp.21-28
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• 2002

Ductile behavior and strength of concrete-filled steel(CFS) piers was supported by many quasi-static cyclic loading tests. This test method, however, only estimates the member′s deformation capacity under escalating and repetitive displacement and ignores dynamic and random aspects of an earthquake load. Therefore, to understand complete seismic behavior of the structure against an earthquake, dynamic tests such as shaking table test and pseudo-dynamic tests are required as well as quasi-static tests. In this paper, following "Seismic Performance of Concrete-Filled Steel Piers Part I : Quasi-Static Cyclic Loadint Test", the seismic behavior of CFS and steel piers designed for I-Soo overpass in Seoul in investigated by the pseudo-dynamic test. In addition, the residual strength of both piers after an earthquake is estimated by the quasi-static test. The results show that both piers have satisfactory ductility and strength against well-known EI Centro earthquake although the CFS pier has better strength and energy dissipation than the steel pier.

• International Journal of Concrete Structures and Materials
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• 제11권2호
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• pp.403-413
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• 2017

Residual axial capacity from numerical analysis was widely used as a critical indicator for damage assessment of reinforced concrete (RC) columns subjected to blast loads. However, the convergence of the numerical result was generally based on the displacement response, which might not necessarily generate the correct post-blast results in case that the strain softening behavior of concrete was considered. In this paper, two widely used concrete models are adopted for post-blast analysis of a RC column under blast loading, while the calculated results show a pathological mesh size dependence even though the displacement response is converged. As a consequence, a nonlocal integral formulation is implemented in a concrete damage model to ensure mesh size independent objectivity of the local and global responses. Two numerical examples, one to a RC column with strain softening response and the other one to a RC column with post-blast response, are conducted by the nonlocal damage model, and the results indicate that both the two cases obtain objective response in the post-peak stage.

• Computers and Concrete
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• 제33권2호
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• pp.217-240
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• 2024

The purpose of this study is to propose new hysteretic characteristics of medium- to low-rise RC structures controlled by both shear and flexure. Through previous study, the dual lateral force-resisting system composed of shear and flexural failure members has a new failure mechanism that cooperates to enhance the flexural capacity of the flexural failure member even after the failure of the shear member, and the existing theoretical equation significantly underestimates the ultimate strength. In this study, the residual lateral strength mechanism of the dual lateral force-resisting system was analyzed, and, as a result, an equation for estimating the residual flexural strength of each shear-failure member was proposed. The residual flexural strength of each shear-failure member was verified in comparison with the structural testing results obtained in previous study, and the proposed residual flexural strength equation for shear-failure members was tested for reliability using FEA, and its applicable range was also determined. In addition, restoring-force characteristics for evaluating the seismic performance of the dual lateral force-resisting system (nonlinear dynamic analysis), reflecting the proposed residual flexural strength equation, were proposed. Finally, the validity of the restoring-force characteristics of RC buildings equipped with the dual lateral force-resisting system proposed in the present study was verified by performing pseudo-dynamic testing and nonlinear dynamic analysis based on the proposed restoring-force characteristics. Based on this comparative analysis, the applicability of the proposed restoring-force characteristics was verified.

• 공업화학
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• 제35권3호
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• pp.182-191
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• 2024

Li(Ni_xCo_yMn_1-x-y)O₂ (NCM)은 전기 자동차 시장의 확대, 더 높은 용량과 긴 수명, 저렴한 가격을 충족하는 리튬이온 배터리 개발을 위해 집중적으로 개발되고 있는 양극재이다. 기존의 NCM을 발전시킨 고니켈 NCM (high-nickel NCM)은 니켈 함량을 80% 이상으로 높임으로써 높은 에너지 밀도로 개선된 성능과 원가가 높은 코발트의 감소로 가격 경쟁력을 확보하였다. 이러한 고니켈 NCM은 높아진 니켈의 함유량 때문에 잔류 리튬(residual lithium) 문제가 커지고, 이는 배터리 성능 저하와 안정성에 문제를 야기한다. 잔류 리튬을 제거하는 방식은 세척(washing), 도핑(doping), 코팅 (coating) 등의 여러 방식이 있지만, 본 논문에서는 잔류 리튬을 없애고, NCM의 성능 향상 및 안정성을 증가시키는 코팅에 대한 다양한 개발 동향을 중점적으로 최근 연구를 살펴보고자 한다.

• 한국방재안전학회논문집
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• 제9권2호
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• pp.63-75
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• 2016

안전한 수돗물 공급을 위해 정수처리장부터 최종 단계인 수도꼭지까지 일정 수준 이상의 잔류염소농도가 유지되어야 한다. 하지만 국내 문헌에 따르면 상수공급의 전체 과정 중에 30-60%의 잔류염소가 소실되고, 이에 대한 주요 원인으로 정수처리 과정에서 염소 사용량 감소 추세, 급수배관 내에서 염소분해 손실, 여름철의 높은 온도에 의한 잔류염소 분해 속도 증가, 급수배관의 노후화에 따른 잔류염소 손실, 저수조 내 저장 시 잔류염소 감소 발생 등이 파악되었다. 이러한 이유로 저수조를 거치는 급수 방식의 경우 최종 수도꼭지의 잔류염소 농도가 기준치보다 낮아질 개연성이 높고, 용량과 체류시간을 단순히 고려하는 기존의 저수조 설계 방식으로 인해서 수돗물 공급의 안전성에 대한 우려가 존재한다. 이의 개선 방안 도출을 위해서 본 연구에서는 저수조 내 잔류염소 감소에 관여하는 주요 기작들인 수체 내 잔류염소 분해, 벽체 표면 흡착, 그리고 증발에 의한 물질전달을 수학적으로 묘사하는 공식들과 계수 값들을 문헌을 통해서 획득하고, 일반적 저수조 조건에서 모델 시뮬레이션을 수행하였다. 그 결과 저수조에 유입되는 수돗물 내 유기물 농도, 수돗물이 저수조에 유입되는 수리학적조건(난류 정도), 그리고 저수조 벽체 표면 재질의 흡착능 등이 저수조 내 잔류염소 감소에 주요 영향 인자들임을 알 수 있었다. 본 연구에서 획득된 결과들은 잔류염소 감소를 최소화하여 안전한 수돗물 공급을 가능하게 하는 새로운 저수조 설계기법이나 기술 개발에 유용하게 활용될 것이다.

• 한국강구조학회 논문집
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• 제24권1호
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• pp.81-89
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• 2012

콘크리트 충전강관 기둥은 내부의 콘크리트에 의해 축열효과로 인해 철골기둥에 비해 내화성능이 우수하며, 기둥 단면 내 철근 및 강관을 보강하여 구조적내력 및 내화성능 향상연구가 이루어져 오고 있다. 실제로 보강된 CFT기둥은 고축력을 요구하는 기둥부재로 사용 빈도 수가 증가되고 있는 추세이다. 이러한 상황에서 CFT기둥을 사용한 건축물에 화재가 발생하여 손상을 입게 되었을 경우 성능 저하정도를 정밀하게 측정할 수 있는 기법이 필요하다. 본 연구에서는 화재 발생시 CFT기둥에 대한 내부 온도 분포를 평가 하고, 단면내부의 온도분포에 따라 내부 충전콘크리트와 보강재의 내력 저하 정도를 파악하여 CFT기둥의 전체적인 잔존강도를 평가하고자 한다.

• 한국통신학회논문지
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• 제23권4호
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• pp.957-966
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• 1998

본 논문에서는 OS-COMA 셀룰라 시스템에서 추정된 SIR (signal-to-interference ratio) 값을 기반으로 하는 개선된 호 수락 제어(call admission control) 알고리즘을 제안하고 성능을 분석하였다. 제안된 알고리즘은 기지국에서 추정된 역방향 SIR 값에 따라 알고리즘에 의해 계산된 여유용량(residual capacity)을 호 수락 제어의 기준으로 하며, 여유용량은 시스탬의 통화품질 저하 확률(outage probability)을 일정 수준 이하로 유지하면서 추가로 허용 가능한 호의 수로 계산한다. 여유용량 계산 시 자기 셀 뿐만 아니라 인접 셀의 SIR 값을 참조하며 이때 인접 셀 간섭 결합계수 $\beta$를 사용한다. 본 논문에서는 자기 셀의 통화 부하량에 따라 $\beta$값을 가변한 개선된 알고리즘을 제안하고, 시스템의 통화 부하량에 따른 호차단확률(call blocking probability) 및 통화품질저하확률 성능을 시뮬레이션을 통해 분석하였다, 성능 평가를 위해 동일 부하(homogeneous load) 빛 밀집 부하(hot spot load) 조건을 고려했으며 개선된 알고리즘이 모든 부하량에서 기존의 알고리즘에 비해 성능이 우수함을 알았다. 특히 과부하 상황에서 통화품질저하확률이 일정한 값 이하로 유지되어 QoS(quality of service)를 확보할 수 있는 효과를 얻었다.

• 한국축산식품학회지
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• 제36권5호
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• pp.656-664
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• 2016

The effects of thyme and rosemary on the quality characteristics of sausages during cold storage were investigated. Sausages were prepared with thyme and rosemary powder (1 and 2%) and stored for 6 weeks at 10℃. The pH was significantly decreased in sausages by addition of thyme and rosemary compared to that observed in the control before and after storage. At 4 weeks of storage, the residual nitrite content was decreased by thyme and rosemary compared to the control. Lightness (L*) and yellowness (b*) were increased during storage, whereas redness (a*) and whiteness (W) were decreased before and after storage by addition of thyme and rosemary. The amount of TPC and lactic acid bacteria was lower at the end of storage in sausage containing thyme and rosemary. The 2, 2-diphenyl-1-picryl-hydrazyl-hydrate (DPPH) radical scavenging capacity of sausages was increased by addition of thyme and rosemary compared to that in the control before and after storage. In particular, T2 (0.2% thyme addition) showed the highest DPPH radical scavenging capacity during storage. In a sensory evaluation, flavor and overall acceptability were lower in sausages containing thyme and rosemary than in the control. However, at the end of storage (6 wk), aroma, flavor and overall acceptability were not significantly different among the sausage samples.

• Journal of Applied Biological Chemistry
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• 제65권4호
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• pp.413-419
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• 2022

The applicability of Brussels sprouts, which are widely cultivated in Jeju, as a functional biomaterial in the cosmetics and food industries is investigated. The active ingredients (total phenols and flavonoids, β-carotene, vitamin C, free sugar, minerals, glucosinolates, and isothiocyanates) and antioxidant activities of 70% ethanol extracts of Brussels sprouts and cabbage were analyzed. The total phenol, flavonoid, vitamin C, and β-carotene contents of Brussels sprouts were approximately 36%, 2.5 times, 2.3 times, and 65% higher than those of cabbage, respectively. The total free sugar content of Brussels sprouts was 58%-72% lower than that of cabbage. The K content was the highest among the other minerals, and there was little difference between the two samples. The Na content was approximately three times higher in cabbage than in Brussels sprouts. The total glucosinolate content of Brussels sprouts was 34.5 mol SE/g DW, twice that of cabbage. The sinigrin content of Brussels sprouts was thrice (10.06 μmol/g DW) that of cabbage. The isothiocyanate (sulforaphane, I3C) content in Brussels sprouts was double that of cabbage. The antioxidant activity of Brussels sprout extract was 2.5 to 2.8 times higher in 1,1-Diphenyl-2-picrylhydrazyl radical scavenging capacity and 3.3 to 3.6 times higher in 2,2'-Azino-bis(3-ethybenzothiazoline-6-sulfonic acid) radical scavenging capacity than those of cabbage extract. These are important basic data for the study of glucosinolates and isothiocyanates, which have anticancer activity, as well as antioxidant-related substances of Brussels sprout, which has high potential for use as a biomaterial in functional foods and cosmetics.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.297-300
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• 2004

The various microbial tests were performed to determine bioremediation agent capacity for eight strains isolated from the oil contaminated regions. Two tests for isolated strains were conducted such as cell hydrophobicity and emulsifying activity. The biodegradation of SHM (saturated hydrocarbon mixture) and AHM (aromatic hydrocarbon mixture) with the strains also was carried out. The strains having higher cell hydrophobicity and emulsifying activity degraded petroleum oil effectively. The degradation capacity for SHM was represented more than 90% in YS-7 and WLH-1 of isolated strains, and KH3-2 were capable of degrading AHM. Especially, WLH-1 as yeast was shown more than two or three times in the degradation capacity of automobile engine lubricants and the biomonitoring results of contaminated soil for residual oil degrading test showed that the hydrocarbon biodegradation was increased in the second treatment by this strain.