• Environmental Engineering Research
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• 제15권3호
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• pp.149-156
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• 2010

The objective of this study was to investigate microbial removal using layered double hydroxides (LDHs) and iron (hydr)oxides (IHs) immobilized onto granular media. Column experiments were performed using calcium alginate beads (CA beads), LDHs entrapped in CA beads (LDH beads), quartz sand (QS), iron hydroxide-coated sand (IHCS) and hematite-coated sand (HCS). Microbial breakthrough curves were obtained by monitoring the effluent, with the percentage of microbial removal and collector efficiency then quantified from these curves. The results showed that the LDH beads were ineffective for the removal of the negatively-charged microbes (27.7% at 1 mM solution), even though the positively-charged LDHs were contained on the beads. The above could be related to the immobilization method, where LDH powders were immobilized inside CA beads with nano-sized pores (about 10 nm); therefore, micro-sized microbes (E. coli = 1.21 ${\mu}m$) could not diffuse through the pores to come into contact with the LDHs in the beads, but adhere only to the exterior surface of the beads via polymeric interaction. IHCS was the most effective in the microbial removal (86.0% at 1 mM solution), which could be attributed to the iron hydroxide coated onto the exterior surface of QS had a positive surface charge and, therefore, effectively attracted the negatively-charged microbes via electrostatic interactions. Meanwhile, HCS was far less effective (35.6% at 1 mM solution) than IHCS because the hematite coated onto the external surface of QS is a crystallized iron oxide with a negative surface charge. This study has helped to improve our knowledge on the potential application of functional granular media for microbial removal.

• Bulletin of the Korean Chemical Society
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• 제23권2호
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• pp.330-336
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• 2002

A quantum-chemical investigation on the conformations and electronic properties of bis[2-{2-methoxy-4,6-di(t-butyl)phenyl}ethenyl]benzenes (MBPBs) as building block for ${\pi}$-conjugate polymer are performed in order to display the effects of t-butyl and methoxy group substitution and of kink(ortho and meta) linkage. The conjugation length of the polymers can be controlled by substituents and kink linkages of backbone. Structures for the molecules, o-, m-, and p-MBPBs as well as unsubstituted o-, m-, and p-DSBs were fully optimized by using semiempirical AM1, PM3 methods, and ab initio HF method with 3-21G(d) basis set. The potential energy curves with respect to the change of single torsion angle are obtained by using semiempirical methods and ab initio HF/3-21G(d) basis set. The curves are similar shape in the molecules with respect to the position of vinylene groups. It is shown that the conformations of the molecules are compromised between the steric repulsion interaction and the degree of the conjugation. Electronic properties of the molecules were obtained by applying the optimized structures and geometries to the ZINDO/S method. ZINDO/S analysis performed on the geometries obtained by AM1 method and HF/3-21G(d) level is reported. The absorption wavelength on the geometries obtained by AM1 method is much longer than that by HF/3-21G(d) level. The absorption wavelength of MBPBs are red shifted with comparison to that of corresponding DSBs in the same torsion angle because of electron donating substituents. The absorption wavelength of isomers with kink(orth and meta) linkage is shorter than that of para linkage.

• 패션비즈니스
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• 제13권5호
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• pp.81-92
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• 2009

The purpose of this study is to evaluate the differences of visual effects by variations in the number of pleats and the length of the pleats skirt. The stimuli are 18 samples: 6 variations of the number of pleats and 3 variations of the length of skirt. The data has been obtained from 54 fashion design majors. The data has been analyzed by Factor Analysis, Anova, Scheffe's Test and the MCA method. The results of the study are as follows: The visual effects by the number of pleats and the length of skirt are composed of 3 factors : vertical of lower body, curves of lower body and shape abdomen. In these factors, vertical factor is estimated by the most important factor. The visual effect is positive when the number of pleats is added and the length of skirt is getting shorter. The short length of skirt and more pleats make legs and calves looked long and slim. The interaction effects between the number of pleats and the length of skirt do not appear. In the vertical of low body factor, the length of skirt is more effective than the number of pleats, and in the curve of low body factor, the number of pleats has more effects than the length of the skirt. In the shape of abdomen, the number of pleats and length of skirt have similar influences.

• 한국정보과학회논문지:소프트웨어및응용
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• 제36권3호
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• pp.217-225
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• 2009

디자이너가 생각하는 모델을 3차원 입력 장치를 사용하여 공간상에서 스케치를 할 경우 상대적으로 깊이 방향의 위치를 정확히 입력하기 어렵기 때문에 원하는 모델을 단시간에 그리기 어렵다. 본 논문에서는 2차원 스케치에서 습관적으로 사용하는 다중, 반복 스트로크를 공간 스케치 시스템에 적용하여 입력 위치의 에러를 보정함과 동시에 효율적으로 개념상의 모델을 실체화 할 수 있는 모델링 알고리즘을 제안한다. 디자이너는 곡면을 그리기 위하여 스트로크를 입력한 후 바로 그 결과를 확인할 수 있으며, 추가적인 스트로크를 입력할 때마다 곡면은 변형되고 자신이 원하는 형태로 변형되는 지 확인하면서 새로운 스트로크를 입력할 수 있다. 이를 위하여 드로잉 공간을 격자 형태의 공간으로 나누고, 각각의 격자 내부에는 격자안에서 이동이 자유로운 내부 정점을 정의하여 드로잉 공간에서의 데이타를 단순화하였다. 이정점을 인접격자와의 상호관계 패턴으로 정의하여 디자이너가 의도한 개념상의 모델을 효과적으로 3차원모델로 구체화하는 3차원 공간 스케치 시스템을 구현하였다.

• Structural Engineering and Mechanics
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• 제76권3호
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• pp.421-433
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• 2020

Masonry infills are normally considered as non-structural elements in design practice, therefore, the interaction between the bounding frame and the strength contribution of masonry infills is commonly ignored in the seismic analysis work of the RC frames. However, a number of typical RC frames with irregular distributed masonry infills have suffered from undesirable weak-story failure in major earthquakes, which indicates that ignoring the influence of masonry infills may cause great seismic collapse risk of RC frames. This paper presented the investigation on the risk of seismic collapse of RC frames with irregularly distributed masonry infills through a large number of nonlinear time history analyses (NTHAs). Based on the results of NTHAs, seismic fragility curves were developed for RC frames with various distribution patterns of masonry infills. It was found that the existence of masonry infills generally reduces the collapse risk of the RC frames under both frequent happened and very strong earthquakes, however, the severe irregular distribution of masonry infills, such as open ground story scenario, results in great risk of forming a weak story failure. The strong-column weak-beam (SCWB) ratio has been widely adopted in major seismic design codes to control the potential of weak story failures, where a SCWB ratio value about 1.2 is generally accepted as the lower limit. In this study, the effect of SCWB ratio on inter-story drift distribution was also parametrically investigated. It showed that improving the SCWB ratio of the RC frames with irregularly distributed masonry infills can reduce inter-story drift concentration index under earthquakes, therefore, prevent weak story failures. To achieve the same drift concentration index limit of the bare RC frame with SCWB ratio of about 1.2, which is specified in ACI318-14, the SCWB ratio of masonry-infilled RC frames should be no less than 1.5. For the open ground story scenario, this value can be as high as 1.8.

• 한국구조물진단유지관리공학회 논문집
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• 제24권5호
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• pp.1-8
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• 2020

이 연구에서는 철근콘크리트 부재의 전단파괴가 휨-전단 메커니즘에 지배된다는 가정을 바탕으로 인장측과 압축측에 대한 2개의 전단요구곡선들과 이에 대응되는 잠재전단강도곡선들을 각각 도출하였으며, 이를 기반으로 전단강도 산정모델을 제안하였다. 제안모델에서는 철근과 콘크리트의 부착거동을 고려하여 휨균열폭과 철근의 국부응력증가분을 산정하였다. 또한, 휨균열로부터 발전되는 지배전단균열의 생성과 균열진전거동을 이론적으로 모사하기 위하여 균열집중계수를 도입하였으며, 이를 통해 단면높이가 큰 철근콘크리트 부재에서 관측되는 크기효과를 반영하였다. 또한, 기존의 해석모델과는 다르게 전단철근과 콘크리트의 전단기여분 사이의 상호작용을 고려할 수 있는 새로운 형태의 수식을 개발하였다. 제안모델의 검증을 위하여 방대한 전단실험체들을 기존문헌으로부터 수집하였으며, 이를 통해 해석모델을 검증한 결과는 제안모델이 실험체들의 재료, 크기 및 철근의 부착특성에 관계없이 실험결과를 정확하게 평가할 수 있음을 보여주었다.

• Radiation Oncology Journal
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• 제7권2호
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• pp.149-156
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• 1989

HeLa 세포의 spheroid를 배 양시켜 cis-platinum과 carboplatin으로 처리한 후 그 반응을 세포의 생존분획으로 분석하였다. 체외실험 model인 spheroid를 사용하여 platinum유사체의 약효와 방사선 감수성을 평가하고 약제에 대한 단층 세포와 spheroid의 감수성 차이를 세포-생존곡선에서 규명하기 위하여 본 실험을 시행하였다. Cis-platinum 농도-곡선에서 spheroid의 $Cq=3.4{\mu}M$이고 $Co=1.2{\mu}M$이었다. 이 것은 단층세포에 비하여 Co는 큰 변화가 없으나 Cq가 증가되어 cis-platinum이 저산소층 세포보다 활동적으로 분화하는 표면세포에 주로 작용하였으며, 반대로 carboplatin의 효과는 spheroid에 대한 $(Co=15.0{\mu}M)$ 감수성이 단층세포$(Co=32.5{\mu}M)$에 비하여 크게 증가되어, spheroid의 심층 세포에 주로 작용하였다. 방사선과 carboplation의 병용효과를 세포 생존분획이 0.01 수준에서 isobologram으로 분석한 결과 상호작용으로 supra-additive 효과를 나타내었다. 따라서, carboplatin은 cis-platinum에 비하여 신장과 위장에 대한 독성작용이 적고, 방사선과 병용함으로써 향후 더욱 효과적 인 종양 치료에 중요한 역할을 할 것으로 기대한다.

• 한국자기학회지
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• 제11권5호
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• pp.232-238
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• 2001

Nano결정립 N $d_2$F $e_{14}$B+F $e_3$B 복합상 자성 압분체의 탈자화 현상을 자기특성 변화 및 $\delta$M측정에 의해 분석하였다. 초기 조성 N $d_4$F $e_{73.5}$ $Co_3$H $f_{0.5}$G $a_{0.5}$ $B_{18.5}$의 최대자기에너지적은 리본상태에서 14 MGOe, 분말 압분체에서 6.5 MGOe로 크게 감소하였다. 이러한 현상은 복합상의 리본상태에서 존재하는 교환상호작용력이 분말 압분체에서는 나타나지 않고, 정자장 작용에 의한 탈자화로 인해 잔류자속밀도가 크게 감소한 결과이다. 이는 급냉리본(bulk) 보다 압분체상태에서 정자장 상호작용력이 교환상호작용력보다 더 크게 작용하는 결과로 해석된다. 또한, 자성체 리본을 분쇄하는 과정에서 발생한 응력도 자기특성을 감소시키는 요소임을 확인하였다.하였다.하였다.

• The Korean Journal of Physiology and Pharmacology
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• 제2권1호
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• pp.77-84
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• 1998

Ureteral obstruction causes increase in renal blood flow (RBF) and partial impairment of the autoregulation of RBF. Although increased renal prostaglandin production is responsible for the former, it is not clear whether or not it is also responsible for the latter. Therefore, we investigated the role which prostaglandins play in the autoregulation of RBF during an ureteral pressure elevation (40 $cmH_2O$). Since the major mechanism of RBF autoregulation is the tubuloglomerular feedback, studying the interaction between ureteral pressure and RBF autoregulation may reveal the role of prostaglandin in tubuloglomerular feedback. To pursue the purpose, six anesthetized dogs were prepared for the measurements of RBF, mean sytemic and renal arterial pressure (RAP) and the manipulation of ureteral pressure. The autoregulation curves were determined during both control and elevation of the ureteral pressure, before and after the pretreatment with indomethacin, a cyclooxygenase inhibitor. The desired ureteral pressure was achieved by vertically elevating the water-filled reservoir connected to the ureteral catheter to 40 cm above the kidney level. In response to the elevation of the ureteral pressure, RBF increased from $170{\pm}8 ml{\cdot}min^{-1}\;to\;189{\pm}8$, and the systemic arterial pressure didn't change significantly. During spontaneous urine flow, RBF autoregulation was abolished when RAP was reduced to $59{\pm}3$ mmHg. On the other hand, during the ureteral pressure elevation, the autoregulation curves shifted upward and rightward from control, and the pressure when RBF autoregulation was abolished was $74{\pm}3$ mmHg. The pretreatment of the dogs with indomethacin failed to affect the lower limit of RBF autoregulaion during both control ($63{\pm}5$ mmHg) and the elevated ureteral pressure ($77{\pm}5$ mmHg). Since RBF failed to increase in response to the elevated ureteral pressure, RBF autoregulation curves obtained during the elevated ureteral pressure shifted only rightward from indomethacin control. The results indicate that the increased intrarenal level of prostaglandin or prostaglandin-induced vasodilation does not appear to bear any relation to the reduction in the autoregulatory capacity during partial ureteral obstruction. It seems that the partial impairment of the autoregulation during acute ureteral obstruction is due to the consumption of tubuloglomerular feedback mechanism at spontaneous RAP and that prostaglandin is neither mediator nor effector of tubuloglomerular feedback mechanism.

• Steel and Composite Structures
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• 제18권4호
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• pp.985-1000
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• 2015

The method of cross-section analysis for different sections in a structural frame has been widely investigated since the 1960s for determination of sectional capacities of beam-columns. Many hand-calculated equations and design graphs were proposed for the specific shape and type of sections in pre-computer age decades ago. In design of many practical sections, these equations may be uneconomical and inapplicable for sections with irregular shapes, leading to the high construction cost or inadequate safety. This paper not only proposes a versatile numerical procedure for sectional analysis of beam-columns, but also suggests a method to account for residual stress and geometric imperfections separately and the approach is applied to design of high strength steels requiring axial force-moment interaction for advanced analysis or direct analysis. A cross-section analysis technique that provides interaction curves of arbitrary welded sections with consideration of the effects of residual stress by meshing the entire section into small triangular fibers is formulated. In this study, two doubly symmetric sections (box-section and H-section) fabricated by high-strength steel is utilized to validate the accuracy and efficiency of the proposed method against a hand-calculation procedure. The effects of residual stress are mostly not considered explicitly in previous works and they are considered in an explicit manner in this paper which further discusses the basis of the yield surface theory for design of structures made of high strength steels.