• 한국지반환경공학회 논문집
• /
• 제4권2호
• /
• pp.39-46
• /
• 2003

계면활성제를 이용하여 불포화 지역에 고정화 지역을 설정함으로써, 지하수로 유입되는 유기오염물질의 거동을 지연시킬 수 있다. 본 연구에서는 다양한 수분함량을 보유한 불포화 및 포화 조건에서 연속식 컬럼 실험을 수행함으로써, 수분함량에 따른 계면활성제와 유기오염물질의 거동에 대하여 연구하였다. 산화알루미늄(aluminum oxide)이 충진된 컬럼 실험에서 계면활성제(dialkylated disulfonated diphenyl oxide)의 거동 및 수착 특성은 수분함량이 달라져도 비슷한 결과를 나타내었다. 그러나 계면활성제(DADS)로 개질된 산화알루미늄이 충진된 컬럼 실험에서는 유기오염물질인 나프탈렌(naphthalene)이 수분함량이 감소됨에 따라 거동이 지연되는 현상을 나타내었으며, 또한 더 많은 양의 나프탈렌이 알루미늄 산화물에 흡착된 계면활성제로 흡수되었다. 따라서 본 연구를 통하여 유기오염물질의 고정화 방법이 불포화 지역에도 효과적으로 적용될 수 있음을 알 수 있었다.

• Computers and Concrete
• /
• 제19권4호
• /
• pp.395-404
• /
• 2017

In this paper, the mechanical property of CFRP, BFRP, GFRP and their hybrid FRP was experimentally studied. The elastic modulus and tensile strength of CFRP, BFRP, GFRP and their hybrid FRP were tested. The experimental results showed that the elastic modulus of hybrid FRP agreed well with the theoretical rule of mixture, which means the property of hybrid composites are linear with the volumes of the corresponding components while the tensile strength did not. The bearing capacity, peak strain, stress-strain relationship of circular concrete columns confined by CFRP, BFRP, GFRP and hybrid FRP subjected to axial compression were recorded. And the confinement effect of hybrid FRP on concrete columns was analyzed. The test results showed that the bearing capacity and ductility of concrete columns were efficiently improved through hybrid FRP confinement. A strength model and a stress-strain relationship model of hybrid FRP confined concrete columns were proposed. The proposed stress-strain model was shown to be capable of providing accurate prediction of the axial compressive strength of hybrid FRP confined concrete compared with Teng et al. (2002) model, Karbhari and Gao (1997) model and Miyachi et al. (1999) model. The modified stress-strain model was also suitable for single FRP confinement cases and it was so concise in form and didn't have piecewise fitting, which would be easy for use in structural design.

• Earthquakes and Structures
• /
• 제19권5호
• /
• pp.331-345
• /
• 2020

The multi-story timber structure with high platform base is one of the important architectural types in the traditional Chinese buildings. To study the dynamic characteristics and seismic responses on this kind of traditional structure, the 3-D finite element models of Xi'an drum tower which included the high platform base, upper timber structure and whole structure was established considering the structural form and material performance parameters of the structure in this study. By the modal analysis, the main frequencies and mode shapes of this kind of traditional building were obtained and investigated. The three kinds of earthquake excitations included El-Centro wave, Taft wave and Lanzhou wave were separately imposed on the upper timber structure model and the overall structure model, and the seismic responses on the tops of columns were analyzed. The results of time history analysis show that the seismic response of the upper timber structure is obviously amplified by high platform base. After considering the effect of high platform base, the mean value on the lateral displacement increments of the top column in the overall structure is more than 20.478% and the increase of dynamic coefficients was all above 0.818 under the above three different earthquake excitations. Obviously, it shows that the existence of high platform base has a negative influence on the seismic responses of upper timber structure. And the high platform base will directly affect the safety of the upper timber structure. Therefore, the influence of high platform base on the dynamic response of its upper timber structure cannot be neglected.

• 대한토목학회논문집
• /
• 제3권2호
• /
• pp.109-117
• /
• 1983

구속응력(拘束應力), 전단변형율진폭(剪斷變形率振幅), 다짐함수비(含水比), 다짐에너지, 간극비(間隙比) 및 포화도(飽和度)가 다짐점성토(粘性土)의 동적전단탄성계수(動的剪斷彈性係數)에 끼치는 영향(影響)을 연구(硏究)하기 위하여 도주공진시험(圖柱工振試驗)을 하였다. 이들 각각(各各)의 요소(要素)들은 다짐 흙의 동적전단탄성계수(動的剪斷彈性係數)에 큰 영향(影響)을 나타내며 그 원인(原因)은 다짐에 의한 흙의 여러 가지 변화(變化)로서 설명(說明)할 수 있다. 흙의 동적전단탄성계수(動的剪斷彈性係數)는 다짐에 의해서 크게 증가(增加)되며 최적함수비(最適含水比) 건조측(乾燥側)의 함수비(含水比)에서 다지는 것이 훨씬 더 효과적(効果的)이다. 그리고 동적(動的) 전단탄성계수(剪斷彈性係數)와 정적(靜的) 전단탄성도(剪斷彈性度)는 좋은 상관관계(相關關係)를 나타내며 이를 이용(利用)하여 어떤 일정(一定)한 구속응력(拘束應力)에 대한 동적전단탄성계수(動的剪斷彈性係數)를 일축압축강도(一軸壓縮强度)로부터 쉽게 구할 수가 있다.

• Advances in concrete construction
• /
• 제8권4호
• /
• pp.335-349
• /
• 2019

To investigate the axial compressive performance of the recycled aggregate concrete (RAC) filled glass fiber reinforced polymer (GFRP) tube and profile steel composite columns, static loading tests were carried out on 18 specimens under axial loads in this study, including 7 RAC filled GFRP tube columns and 11 RAC filled GFRP tube-profile steel composite columns. The design parameters include recycled coarse aggregate (RCA) replacement percentage, profile steel ratio, slenderness ratio and RAC strength. The failure process, failure modes, axial stress-strain curves, strain development and axial bearing capacity of all specimens were mainly analyzed in detail. The experimental results show that the GFRP tube had strong restraint ability to RAC material and the profile steel could improve the axial compressive performance of the columns. The failure modes of the columns can be summarized as follow: the profile steel in the composite columns yielded first, then the internal RAC material was crushed, and finally the fiberglass of the external GFRP tube was seriously torn, resulting in the final failure of columns. The axial bearing capacity of the columns decreased with the increase of RCA replacement percentage and the maximum decreasing amplitude was 11.10%. In addition, the slenderness ratio had an adverse effect on the axial bearing capacity of the columns. However, the strength of the RAC material could effectively improve the axial bearing capacity of the columns, but their deformability decreased. In addition, the increasing profile steel ratio contributed to the axial compressive capacity of the composite columns. Based on the above analysis, a formula for calculating the bearing capacity of composite columns under axial compression load is proposed, and the adverse effects of slenderness ratio and RCA replacement percentage are considered.

• Asian Pacific Journal of Cancer Prevention
• /
• 제13권3호
• /
• pp.1031-1038
• /
• 2012

Background: Turmeric ($Curcuma$ $longa$) has been shown to possess anti-inflammatory, antioxidant and antitumor properties. However, despite the progress in research with $C.$ $longa$, there is still a big lacuna in the information on the active principles and their molecular targets. More particularly very little is known about the role of cell cycle genes $p57^{kip2}$ and Rad9 during chemoprevention by turmeric and its derivatives especially in prostate cancer cell lines. Methods: Accordingly, in this study, we have examined the antitumor effect of several extracts of $C.$ $longa$ rhizomes by successive fractionation in clonogenic assays using highly metastatic PC-3M prostate cancer cell line. Results: A mixture of isopropyl alcohol: acetone: water: chloroform: and methanol extract of $C.$ $longa$ showed significant bioactivity. Further partition of this extract showed that bioactivity resides in the dichloromethane soluble fraction. Column chromatography of this fraction showed presence of biological activity only in ethyl acetate eluted fraction. HPLC, UV-Vis and Mass spectra studies showed presence three curcuminoids in this fraction besides few unidentified components. Conclusions: From these observations it was concluded that the ethyl acetate fraction showed not only inhibition of colony forming ability of PC-3M cells but also up-regulated cell cycle genes $p57^{kip2}$ and Rad9 and further reduced the migration and invasive ability of prostate cancer cells.

• 복합신소재구조학회 논문집
• /
• 제4권3호
• /
• pp.22-29
• /
• 2013

In recent years, the construction of high-rise buildings are promoted. According to these, there are many needs about new technologies to strengthen the building performance and high-strength steel is regarded as one of these for promoting building performance. In Korea, high-strength steels which stress are over 600MPa are on market and in aborad, super high-strength steels over 1000MPa are developing and they expected to promote the building performance. But there are still doubts about applying high-strength steel members because of size effect and worry of brittle fracture. In this reports, we propose results of performance and analysis tests for use with general steel. We propose the characteristic of high-strength steels first and next the results of performance test to show they satisfy the performance that designers expect. And last, we compare the results of test and analysis for acquire the alanysis reliability in non-linear analysis with high-strength steels.

• 한국식품영양과학회지
• /
• 제26권1호
• /
• pp.25-31
• /
• 1997

갈근(Puerariae radix)을 MeOH 추출물에서 silica gel column chromatography를 이용하여 플라보노이드 화합물인 daidzin 및 puerarin를 분리하여 low density li-poprotein의 산화에 대하여 실험하였다. 이들 플라보노이드중 daidzin의 경우 100$\mu\textrm{g}$/$m\ell$에서 puerarin은 600$\mu\textrm{g}$/$m\ell$의 농도에서 5$\mu$M Cu$^{2+}$ 매개산화 LDL에 대하여 억제 효과가 좋았다. 이때 같은 농도의 diadzin과 puerarin를 첨가한 산화 LDL의 전기영동의 이동거리는 native LDL 보다는 약간 높았으나 oxidized LDL의 대조군 보다는 이동거리가 낮았다. 또 J774 및 macrophages 유도 산화 LDL에 있어서도 100$\mu\textrm{g}$ daidzin과 600$\mu\textrm{g}$/$m\ell$ puerarin을 첨가 하였을 때 억제효과 나타났다. LDL을 5$\mu$M Cu$^{2+}$존재하에서 산화시킬 때 동일 농도의 daidzin과 puerarin 을 첨가하면 conjugated dienes의 생성이 거의 억제되었다.

• 한국식품영양과학회지
• /
• 제22권5호
• /
• pp.565-569
• /
• 1993

동결건조한 양조간장의 분말로 부터 갈색물질을 Sephadex G-10으로 겔-여과 크로마토그라피법에 의하여 분획한 다음 이를 동결건조하여 분말로 만든 후, 동갈색물질의 항산화력을 다른 항산화제인 부틸히드록시아니졸(BHA) 및 ${\alpha}-토코패롤과$ 비교하여 보았다. 갈색물질 및 양조간장은 다 같이 지방산의 산화반응에 있어서 과산화물의 생성을 크게 저해시켰고, 갈색물질이 양조간장 자체보다 항산화 효과가 더 높았으며 농도에 비례하여 항산화성이 증대되었다. 그러나 갈색물질의 항산화력은 과산화물 생성억제 능력 그리고 conjugated dienoic acid 생성저해 능력 등에서 BHA 및 ${\alpha}-토코페롤$ 보다는 낮았다. 이와같은 양조간장의 갈색물질의 항산화성은 그 획분이 대량 섭취도고 있는 발효조미식품이라는 점에서 중요한 의의를 가질 것으로 판단된다.

• Korean Chemical Engineering Research
• /
• 제54권4호
• /
• pp.487-493
• /
• 2016

양이온교환 고성능액체크로마토그래피에서 라이소자임을 분석하고, 실험결과인 크로마토그램을 통해 모멘트 분석을 수행하였다. 용리 인산완충용액은 1.0, 0.75, 0.5 M의 소금을 포함하였다. 실험변수는 유량, 용리 완충용액중 소금 농도, 시료의 농도로 하였다. General rate (GR) model을 도입하여 1차와 2차 모멘트를 해석하였다. 1차 모멘트 해석에서 평형상수 K를 구할 수 있으며, 이는 $L/u_0$ vs. $({\mu}_1-t_0)/(1-{\varepsilon}_e)(1-{\varepsilon}_i)$]를 도식화했을 때의 기울기이다. 2차 모멘트 해석에서 입자내 확산계수는 이론단수 실험자료에서 계산하였다. 모멘트 분석결과를 통해 여러 물질전달 현상이 이론단 상당높이(HETP)에 주는 영향을 알아보기 위해 van Deemter plot을 작성하고, 총괄 이론단 상당높이($H_{total}$)에 기여하는 $H_{ax}$, $H_f$, 그리고 $H_d$를 조사하였다. 그 중 입자내 확산계수를 나타내는 $H_d$가 가장 지배적이었고, 외부 물질전달 계수를 나타내는 $H_f$의 영향이 가장 미미했다.