• 한국축산식품학회:학술대회논문집
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• 한국축산식품학회 2005년도 제36차 추계 학술발표대회
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• pp.196-203
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• 2005

축산식품 고기내의 잔류항생물질을 신속하고 간편하고 정확하게 분석하기 위한 시험법 개발 을 목적으로 하였다. 축산식품내의 일반적인 잔류항생물질에 대한 지금까지의 분석법으로는 Bioassay법, TLC법, ELISA법, GC법 및 HPLC법 등이 있지만 Streptomycin/Dihydro streptomycin, Neomycin에 대한 HPLC법은 거의 확립되어 있지 않은 실정이다. 우리나라의 공인 검사법으로는 Bioassay법 및 HPLC법 등이 있지만 그러나 지금까지의 방법으로는 검출감도가 낮은 것이 큰 문제점으로 되어 왔다. 본 연구에서는 DST에 대한 HPLC법에 대한 보고한 P. Edder 방법 중에 clean-up과정 및 이동상 조건을 대폭 수정하여 DST의 분리 및 검출감도를 낮추려고 시도하였다. 본 연구에 사용된 유도체화 장치 Post-Column Derivatization Instrument PCX 5100 (Pickering Laboratories, Inc.)의 컬럼온도는 $40^{\circ}C$, 오븐온도 $55^{\circ}C$, reagent 유속 0.6ml/min mobile phase 유속 0.8ml/min으로 검출기는 형광검출기를 이용하여 DST 검출에 대해 만족할 만한 결과를 얻었다. 이때의 분석소요시간은 약 15분이었다. 표준시료 DST의 검량선은 넓은 농도범위(0.02${\sim}$1.0ppm)에서 양호한 직선성을 나타냈다. 본 시험법에 의한 검출한계는 limit of detection (LOD)은 0.02ppm이었으며, 적어도 고기에서의 MRL이 0.6ppm임을 감안하면 DST를 정량적으로 정도 좋게 측정할 수 있다는 것을 확인했다. 상기의 조건하에서 실제시료인 고기에 표준 DST를 1ppm을 spiking한 후 SPE상에서 SCX(Strong cation exchange column)을 통한 clean-up과정을 거친 후의 DST의 limit of quantification(LOQ)는 약 0.47ppm이었으며, 이에 대한 회수율은 97.7%(n= 8)를 나타냈다. 실제 codex에서 권장한 고기의 MRL이 0.6ppm인 점을 감안하면 codex 권고치에 도달할 수 있는 것으로 판단되었다. 따라서 본 연구에서 개발된 시험법은 지금까지 국내적으로 DST에 대한 시험법이 확립되어 있지 않은 것으로 이와 아울러 간편한 parallux와 병용해 DST에 대한 정량 및 정성 분석을 유도체화 장치 및 형광검출기를 이용해 잔류항생물질 DST에 대한 분석시험법의 개발이 가능하다고 여겨진다.

• 한국축산식품학회:학술대회논문집
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• 한국축산식품학회 2005년도 제36차 추계 학술발표대회
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• pp.310-316
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• 2005

축산식품(우유)내의 잔류항생물질을 신속하고 간편하고 정확하게 분석하기 위한 시험법 개발을 목적으로 하였다. 축산식품내의 일반적인 잔류항생물질에 대한 지금까지의 분석법으로는 Bioassay법, TLC법, ELISA법, GC법 및 HPLC법 등이 있지만 Streptomycin/dihydrostreptomycin, neomycin에 대한 HPLC법은 거의 확립되어 있지 않은 실정이다. 우리나라의 공인 검사법으로는 Bioassay법 및 HPLC법등이 있지만 그러나 지금까지의 방법으로는 검출감도가 낮은 것이 큰 문제점으로 되어 왔다. 본 연구에서는 STP에 대한 HPLC법에 대한 보고한 Edder 방법 중에 clean-up 과정 및 이동상 조건을 대폭 수정하여 STP의 분리 및 검출감도를 낮추려고 시도하였다. 본 연구에 사용된 유도체화 장치 Post-Column Derivatization Instrument PCX 5100 (Pickering La-boratories, Inc.)의 컬럼 온도는 $40^{\circ}C$, 오븐온도 $55^{\circ}C$, 유도체화 용매 유속 0.6ml/min 이동상 유속 0.8ml/min으로 검출기는 형광검출기를 이용하여 STP 검출에 대해 만족할 만한 결과를 얻었다. 이때의 분석소요시간은 약 15분이었다. 표준시료 STP의 검량선은 넓은 농도범위(0.02${\sim}$1.0ppm)에서 양호한 직선성을 나타냈다. 본 시험법에 의한 검출한계는 limit of detection(LOD)은 0.02ppm이었으며, 적어도 우유에서의 MRL이 0.6ppm임을 감안하면 STP를 정량적으로 정도 좋게 측정할 수 있다는 것을 확인했다. 상기의 조건하에서 실제시료인 우유에 표준 STP를 0.5ppm을 spiking한 후 SPE상에서 SCX(Strong cation exchange column)을 통한 clean-up과정을 거친 후의 STP의 limit of quantification(LOQ)는 약 0.44ppm이었으며, 이에 대한 회수율은 89.7${\pm}$2.3%(n=6)를 나타냈다. 실제 CODEX에서 권장한 우유의 MRL이 0.6ppm인 점을 감안하면 CODEX권고치에 도달할 수 있는 것으로 판단되었다. 따라서 본 연구에서 개발 된 시험법은 지금까지 국내적으로 STP에 대한 시험법이 확립되어 있지 않은 것으로 이와 아울러 간편한 parallux와 병용해 STP에 대한 정량 및 정성 분석을 유도체화 장치 및 형광검출기를 이용해 잔류항생물질 STP에 대한 분석시험법을 개발하였다.

• 한국식품과학회지
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• 제30권3호
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• pp.517-522
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• 1998

대두에서 hydrocarbon류를 검출하여 대두의 방사선 조사 여부 검지에 활용하고자 하였다. 황색 및 녹색 대두를 0.5, 1, 3, 및 6 kGy의 감마선을 조사하여 hexane으로 지방을 추출하고 Florisil column으로 분리한 hydrocarbon류를 GC를 사용하여 분석하였다. Hydrocarbon 17:2, 16:3, 17:1, 16:2 등은 비조사 대두에서는 검출되지 않았으나, 0.5 kGy 이상 조사한 시료에서는 검출되었으며, 또한 조사선량이 증가함에 따라 검출량도 증가하였다. 비조사 대두를 볶거나 삶을 경우에도 이러한 hydrocarbon류는 검출되지 않았으나, 1 kGy 이상 조사한 대두에서는 검출되었다. Hydrocarbon류 검출에 의한 1 kGy 이상 조사한 대두의 방사선 조사 여부 판별 가능성은 blind test에 의하여도 확인되었다.

• Structural Engineering and Mechanics
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• 제54권3호
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• pp.501-520
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• 2015

Presence of torsional loadings can significantly affect the flow of internal forces and deformation capacity of reinforced concrete (RC) columns. It increases the possibility of brittle shear failure leading to catastrophic collapse of structural members. This necessitates accurate prediction of the torsional behaviour of RC members for their safe design. However, a review of previously published studies indicates that the torsional behaviour of RC members has not been studied in as much depth as the behaviour under flexure and shear in spite of its frequent occurrence in bridge columns. Very few analytical models are available to predict the response of RC members under torsional loads. Softened truss model (STM) developed in the University of Houston is one of them, which is widely used for this purpose. The present study shows that STM prediction is not sufficiently accurate particularly in the post cracking region when compared to test results. An improved analytical model for RC square columns subjected to torsion with and without axial compression is developed. Since concrete is weak in tension, its contribution to torsional capacity of RC members was neglected in the original STM. The present investigation revealed that, disregard to tensile strength of concrete is the main reason behind the discrepancies in the STM predictions. The existing STM is extended in this paper to include the effect of tension stiffening for better prediction of behaviour of square RC columns under torsion. Three different tension stiffening models comprising a linear, a quadratic and an exponential relationship have been considered in this study. The predictions of these models are validated through comparison with test data on local and global behaviour. It was observed that tension stiffening has significant influence on torsional behaviour of square RC members. The exponential and parabolic tension stiffening models were found to yield the most accurate predictions.

• Structural Engineering and Mechanics
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• 제62권2호
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• pp.209-224
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• 2017

Elevated water tanks are considered as important structures due to its post-earthquake requirements. Elevated water tank on reinforced concrete frame staging is widely used in India. Different response reduction factors depending on ductility of frame members are used in seismic design of frame staging. The study on appropriateness of response reduction factor for reinforced concrete tank staging is sparse in literature. In the present paper a systematic study on estimation of key components of response reduction factors is presented. By considering the various combinations of tank capacity, height of staging, seismic design level and design response reduction factors, forty-eight analytical models are developed and designed using relevant Indian codes. The minimum specified design cross section of column as per Indian code is found to be sufficient to accommodate the design steel. The strength factor and ductility factor are estimated using results of nonlinear static pushover analysis. It was observed that for seismic design category 'high' the strength factor has lesser contribution than ductility factor, whereas, opposite trend is observed for seismic design category 'low'. Further, the effects of staging height and tank capacity on strength and ductility factors for two different seismic design categories are studied. For both seismic design categories, the response reduction factors obtained from the nonlinear static analysis is higher than the code specified response reduction factors. The minimum dimension restriction of column is observed as key parameter in achieving the desired performance of the elevated water tank on frame staging.

• KEPCO Journal on Electric Power and Energy
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• 제2권1호
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• pp.103-108
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• 2016

Carbon Capture and Storage technologies are recognized as key solution to meet greenhouse gas emission standards to avoid climate change. Although MEA (monoethanolamine) is an effective amine solvent in $CO_2$ capture process, the application is limited by high energy consumption, i.e., reduction of 10% of efficiency of coal-fired power plants. Therefore the development of new solvent and improvement of $CO_2$ capture process are positively necessary. In this study, improvement of $CO_2$ capture process was investigated and applied to Test Bed for reducing energy consumption. Previously reported technologies were examined and prospective methods were determined by simulation. Among the prospective methods, four applicable methods were selected for applying to 0.1 MW Test Bed, such as change of packing material in absorption column, installing the Intercooling System to absorption column, installing Rich Amine Heater and remodeling of Amines Heat Exchanger. After the improvement construction of 0.1 MW Test Bed, the effects of each suggested method were evaluated by experimental results.

• 한국수산과학회지
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• 제56권2호
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• pp.228-242
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• 2023

We examined the osteological development of the cranium, visceral skeleton, pectoral girdle, vertebral column, fins, and pterygiophore of small yellow croaker Larimichthys polyactis cultured at the Jeju Fisheries Research Institute. At 5.89 mm NL (notochord length), the larvae already had ossified frontal and basioccipital bones, parasphenoids, and vomer in the cranium. All elements of the visceral skeleton except the metapterygoid were ossified at 5.89 mm NL. Preorbital bone was ossified at 8.11 mm SL (standard length), and suborbital bones were ossified at 12.90 mm SL. In the vertebral column, ossification proceeded from the first to last centrum. The urostyle ossified at 7.41 mm SL. The caudal skeleton ossified at 6.78 mm NL, along with three hypural bones. In the pectoral girdle, the cleithrum, supracleithrum, postcleithrum, and post-temporal bones ossified at 5.89 mm NL. Caudal fin ossification began at 6.19 mm SL and was complete at 7.16 mm SL. Dorsal and anal fin ossification began at 7.16 mm SL and was complete at 8.62 mm and 8.11 mm SL, respectively. Anal and dorsal pterygiophore bone ossification was complete at 9.86 mm and 11.54 mm SL, respectively, and that of the supraneural bones was complete at 9.60 mm SL.

• Earthquakes and Structures
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• 제26권3호
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• pp.203-218
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• 2024

Beam-column joints in the frame structure are at high risk of brittle shear failure which would lead to significant residual deformation and even the collapse of the structure during an earthquake. In order to improve the damage issue and enhance the recoverability of the beam-column joints, a sector lead rubber damper (SLRD) has been developed. The SLRD can increase the bearing capacity and energy dissipation capacity, and also demonstrating recoverability of seismic performance following cyclic loading. In this paper, the hysteretic behavior of SLRD was experimentally investigated in terms of the regular hysteretic behavior, large deformation behavior and fatigue behavior. Furthermore, a parametric analysis was performed to study the influence of the primary design parameters on the hysteretic behavior of SLRD. The results show that SLRD resist the exerted loading through the shear capacity of both rubber parts coupled with the lead cores in the pre-yielding stage of lead cores. In the post-yielding phase, it is only the rubber parts of the SLRD that provide the shear capacity while the lead cores primarily dissipate the energy through shear deformation. The SLRD possesses a robust capacity for large deformation and can sustain hysteretic behavior when subjected to a loading rotation angle of 1/7 (equivalent to 200% shear strain of the rubber component). Furthermore, it demonstrates excellent fatigue resistance, with a degradation of critical behavior indices by no more than 15% in comparison to initial values even after 30 cycles. As for the designing practice of SLRD, it is recommended to adopt the double lead core scheme, along with a rubber material having the lowest possible shear modulus while meeting the desired bearing capacity and a thickness ratio of 0.4 to 0.5 for the thin steel plate.

• 대한환경공학회지
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• 제30권6호
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• pp.601-608
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• 2008

본 연구의 목적은 파일롯 규모의 입상활성탄지에서 흡착과 생물학적 제거 기작이 진행되는 장기간의 운전동안 전처리공정으로서 오존처리의 영향을 평가하는 것이다. 공정별로 용존 또는 생분해성 유기물질의 제거, DOM의 성상과 특성변화와 미생물의 증식의 변화를 평가하였다. 오존공정이 존재하는 입상활성탄 공정(전오존처리+활성탄 여과지; Pre O$_3$ + F/A, 후오존처리 + 활성탄 흡착지; Post O$_3$ + GAC)은 오존의 위치(전오존 후오존)에 상관없이 입상활성탄 단독공정(활성탄 여과지; F/A, 활성탄 흡착지; GAC)에 비해 생물학적 제거능이 활성화된 장기간 운영 후에 DOC, 친수성 용존유기물(HPI), BDOC와 AOC의 제거율이 10$\sim$20% 정도로 높았다. 오존공정은 전반적인 DOC 제거에는 큰 영향을 주지는 못했지만, AOC를 약 20% 정도로 감소시켜 관로내 미생물의 재증식을 저감하는데 기여할 것으로 생각된다. 활성탄 여재에 고정된 미생물의 생체량인 Biomass는 전처리로서 오존처리의 유.무에 상관없이 공정별로 큰 차이를 보이지 않은 반면에, 유출수에서의 HPC는 F/A나 GAC에 비해 Post O$_3$ + GAC에서 매우 낮았다.

• 한국동물생명공학회지
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• 제35권3호
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• pp.245-257
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• 2020

Behavioral response to a diel photoperiodicity (500 lx for 16 h, 5 lx for 4 h and < 0.5 lx for 4 h) and phototactic characteristics in dark conditions were examined with Siberian sturgeon Acipenser baerii (Chondrostei, Actinopterygii) prelarvae. Siberian sturgeon prelarvae represented both qualitative and quantitative changes in their behavioral patterns according to different light intensities in a diel photoperiodicity. Under daylight conditions (500 lx), prelarvae displayed saltatory changes of behavioral features with ages (Day 0-Day 9) in a general order of swimming-up/drifting, swimming in the upper water column, benthic swimming with rheotaxis, schooling and post-schooling behavior. Compared to daylight conditions, prelarvae tended to show more benthic performances and quantitative reductions of schooling and post-schooling behaviors under dimlight conditions (5 lx). Under dark conditions (< 0.5 lx), prelarvae exhibited a fairly uniform behavioral pattern characterized by the benthic swimming across the bottom of the tank. From phototaxis tests under dark conditions, navigational responses of prelarvae to a spotlight illumination were quantitatively changed as their ages increased. The phototactic responses reached the peak on Day 2, continued until Day 4, and then gradually decreased until Day 8. A partial recovery of positive phototaxis was observed on Day 9. Data from this study suggest that the diel light cycle as well as the light intensity of each interval in the cycle should be considered as important components of a practical guide for evaluating fitness and developmental states of artificially propagated Siberian sturgeon prelarvae.