• Journal of Chest Surgery
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• 제40권4호
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• pp.264-272
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• 2007

배경: 혈관내피 성장인자(vascular endothelial growth factor, VEGF)는 혈관평활근세포(vascular smooth muscle cell)의 증식과 이동을 촉진함으로써 혈관신생에 중요한 역할을 한다. 당뇨병은 VEGF의 발현과 연관되어 정상 혈당상태에서 보다 세포의 증식을 더욱 촉진시킨다. 당뇨병쥐에서 VEGF 수용체의 선택적 차단이 손상된 혈관에서 신내막 형성과 혈관평활근세포의 이동에 미치는 영향에 대해 알아보고자 했다. 대상 뜻 방법: 당뇨병 쥐의 경동맥 풍선손상 모델에서 위약을 투여하거나, 혈관내피 성장 인자 수용체-1(VEGFR-1)에 선택적으로 작용하는 항-Flt-1 펩타이드(anti-Flt-1 peptide; Gly-Asn-Gln-Trp-Phe-Ile)를 풍선손상 2일 전부터 0.5mg/kg의 용량으로 2주간 매일 투여한 군으로 나누어 Hematoxylin-Eosin 염색을 하여 신내막의 형성정도와 혈관내강의 협착정도를 비교하였으며, proliferative cell nuclear antigen (PCNA)에 대한 면역조직화학염색법을 시행하여 세포의 증식정도를 관찰하였다. 혈관평활근세포를 고혈당환경에서 배양하고 transwell assay를 시행하여 혈관평활근세포의 이동 정도를 측정하였다. 고혈당 환경에서 자라고 있는 혈관평활근세포에 50ng/mL의 VEGF를 단독 또는 3ug/mL의 항-Flt-1 펩타이드와 함께 처리하고 일정시간이 지난 후 matrigel filter를 통과한 세포를 세어 아무런 처치를 받지 않은 세포가 이동한 정도와 비교하였다. 또한, 혈관평활근세포에 세포이동 정도 측정 시와 같은 처리를 한 후, RNA를 분리하고 reverse transcription-polymerase chain reaction (RT-PCR)을 시행하여 기질금속단백분해효소(matrix metalloprotenase, MMP)의 발현 정도를 관찰하였다. 결과: 신내막의 면적은 위약 투여 쥐는 $0.24{\pm}0.03 mm^2$이었으나, 항-Flt-1 펩타이드의 처리에 의해 $0.15{\pm}0.04 mm^2$로 유의하게 감소하였으며(p<0.01), 신내막 형성에 따른 내강의 협착 정도도 위약 투여 쥐는 $61.85{\pm}5.11%$, 항-Flt-1 펩타이드 투여 쥐는 $36.03{\pm}3.78%$로 항-Flt-1 펩타이드 투여에 의하여 유의하게 감소하였다(p<0.01). 신내막의 전체 세포수에 대한 PCNA(+)인 세포를 백분율로 구하였으며, 위약 투여 쥐와 항- Flt-1 펩타이드 투여 쥐에서 각각 $52.82{\pm}4.20%,\;38.11{\pm}6.89%$로 나타나 항-Flt-1 펩타이드를 투여한 쥐에서 PCNA(+)인 세포가 유의하게 적음을 보이고 있다(p<0.05). 혈관평활근세포의 이동 정도 측정에서는 항-Flt-1 펩타이드 처리에 의하여 VEGF에 의한 혈관평활근 세포의 이동이 유의하게 감소하였다(p<0.01). 또한, 항-Flt-1 펩타이드 처리에 의하여 VEGF에 의한 MMP-3와 MMP-9 mRNA의 발현 증가가 억제되었다. 결론: 항-Flt-1 펩타이드는 당뇨병쥐의 경동맥손상모델에서 신내막 형성을 억제하였으며, 고혈당 환경에서 배양된 혈관평활근세포의 이동과, MMP-3와 MMP-9의 활성을 억제하였다.

• Advances in materials Research
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• 제1권2호
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• pp.109-113
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• 2012

Electromigration-induced void evolutions in typical upper and lower layer dual-inlaid Copper (Cu) interconnect structures were simulated by applying a phenomenological model resorting to Monte Carlo based simulations, which considers redistribution of heterogeneously nucleated voids and/or pre-existing vacancy clusters at the Copper/dielectric cap interface during electromigration. The results indicate that this model can qualitatively explain the electromigration-induced void evolutions observations in many studies reported by several researchers heretofore. These findings warrant need to re-investigate technologically important electromigration mechanisms by developing rigorous models based on similar concepts.

• ETRI Journal
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• 제32권6호
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• pp.932-939
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• 2010

In this paper, a fast migration method is proposed. Our method executes local relocation on a model placement where an additional module is added to it for modification with a minimum number of displacements. This method is based on mean-field annealing (MFA), which produces a solution as reliable as a previously used method called simulated annealing. The proposed method requires substantially less time and hardware, and it is less sensitive to the initial and final temperatures. In addition, the solution runtime is mostly independent of the size and complexity of the input model placement. Our proposed MFA algorithm is optimized by enabling module rotation inside an energy function called permissible distances preservation energy. This, in turn, allows more options in moving the engaged modules. Finally, a three-phase cooling process governs the convergence of problem variables called neurons or spins.

• 한국산업정보학회논문지
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• 제4권4호
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• pp.137-142
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• 1999

본 논문은 리눅스 서버 환경에서 여러 분야의 업무를 운영하려고 할 때에 발생되는 보안 문제를 해결하기 위해서 역할기반 접근제어(Role-Based Access Control : RBAC) 기법을 이용하여, 리눅스 환경에서 운영 가능한 RBAC＿Linux 보안 시스템을 설계하였다. 본 논문에서 RBAC_Linux는 RBAC 기법을 리눅스 환경에 적용하여 설계되었으며, 적용한 RBAC 모델로는 Sandhu 등이 제안한 RBAC96모델을 이용한다. 따라서 리눅스 서버 시스템에 설계 제안된 RBAC_Linux 보안 시스템을 이용하면 서버의 소스코드를 수정없이 구현 가능하여, 이식성이 높으며, 보안 관리가 단순하고 용이하다는 장점을 갖는다.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.402-409
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• 2003

Inversion of traveltime requires an efficient algorithm for computing the traveltime as well as its $Frech\hat{e}t$ derivative. We compute the traveltime of the head waves using the damped wave solution in the Laplace domain and then present a new algorithm for calculating the $Frech\hat{e}t$ derivative of the head wave traveltimes by exploiting the numerical structure of the finite element method, the modem sparse matrix technology, and SWEET algorithm developed recently. Then, we use a properly regularized steepest descent method to invert the traveltime of the Marmousi-2 model. Through our numerical tests, we will demonstrate that the refraction tomography with large aperture data can be used to construct the initial velocity model for the prestack depth migration.

• 지역연구
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• 제14권1호
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• pp.21-45
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• 1998

Urban quality of life(QOL) is recently considered as the important determinant of inter-urban migration and industrial location chice. However, there is little concensus in the method of measurement of QOL. This study provides an theoretical framework of the measurement of QOL. This study provides an theoretical framework of the measurement of QOL, and developes a new method, a multi-year$\cdot$mulit-dimensional distance index model. Based on the theoretical framework and the method, the QOLs of 74 urban areas in Korea are measured, and the determinants of the QOL and the changes of the QOL between two years of 1993 and 1995 are analyzed. The results of the analysis are as follows: 1) The interurban differences of the QOL tens to be interban differences of the QOL tend to be intensified over time. 2) The OQLs of the cities in the Capital Region are relatively deteriorated. 3) The conditions of education$\cdot$Culture$\cdot$leisure life determiner over 65% of the QOL of the Korean cities.

• 대한자원환경지질학회:학술대회논문집
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• 대한자원환경지질학회 2002년도 춘계 공동학술발표회
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• pp.163-166
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• 2002

Initial velocity model close to real velocity structure of the subsurface governs the quality of image of prestack depth migration. Geophysicists employ velocity estimation tools such as velocity analysis (curvature method, coherency inversion), tomography and waveform inversion. We present a reflection tomography that parameterizes the subsurface into the movable blocks. By interpreting the depth-migrated section or stacked section, we can design an initial constant velocity model having only impedance boundaries. We use shooting-raytracing method that allows us to calculate the Jacobian-matrix efficiently.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1995년도 춘계학술발표회논문집(2)
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• pp.769-774
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• 1995

In this study, a transport model was developed in order to analyze and predict the transport behaviors of radionuclides mediated by pseudo-colloid in the fractured rock media. It was resulted that the transport of Pu-239 was faster than Ni-63 because pseudo-colloid formation constant of Pu-239 was greater than that of Ni-63. Also, the effect of pseudo-colloid formation on the transport of a radionuclide was shown to be very significant when the apparent pseudo colloid formation constant, $K_{ap}(m^{3}/kg)$, was greater than 100. Thus, it can be concluded that acceleration of radionuclide migration may be occurred because the pseudo-colloid formation of radionuclides increases the amount of mobile components in the solution and consequently decreases the amount of radionuclides adsorbed on the stationary solid medium.

• Computers and Concrete
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• 제13권2호
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• pp.149-171
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• 2014

This study presents the mathematical model for predicting chloride penetration into saturated concrete under non-isothermal condition. The model considers not only diffusion mechanism but also migration process of chloride ions and other chemical species in concrete pore solution such as sodium, potassium, and hydroxyl ions. The coupled multi-ionic transport in concrete is described by the Nernst-Planck equation associated with electro-neutrality condition. The coupling parameter taken into account the effect of temperature on ion diffusion obtained from available test data is proposed and explicitly incorporated in the governing equations. The coupled transport equations are solved using the finite element method. The numerical results are validated with available experimental data and the comparison shows a good agreement.

• Geomechanics and Engineering
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• 제37권6호
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• pp.599-614
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• 2024

To evaluate the safety status of deteriorated segments in a submarine shield tunnel during its service life, a seepage model was established based on a cross-sea shield tunnel project. This model was used to study the migration patterns of erosive ions within the shield segments. Based on these laws, the degree of deterioration of the segments was determined. Using the derived analytical solution, the internal forces within the segments were calculated. Lastly, by applying the formula for calculating safety factors, the variation trends in the safety factors of segments with different degrees of deterioration were obtained. The findings demonstrate that corrosive seawater presents the evolution characteristics of continuous seepage from the outside to the inside of the tunnel. The nearby seepage field shows locally concentrated characteristics when there is leakage at the joint, which causes the seepage field's depth and scope to significantly increase. The chlorine ion content decreases gradually with the increase of the distance from the outer surface of the tunnel. The penetration of erosion ions in the segment is facilitated by the presence of water pressure. The ion content of the entire ring segment lining structure is related in the following order: vault < haunch < springing. The difference in the segment's rate of increase in chlorine ion content decreases as service time increases. Based on the analytical solution calculation, the segment's safety factor drops more when the joint leaks than when its intact, and the change rate between the two states exhibits a general downward trend. The safety factor shows a similar change rule at different water depths and continuously decreases at the same segment position as the water depth increases. The three phases of "sudden drop-rise-stability" are represented by a "spoon-shaped" change rule on the safety factor's change curve. The issue of the poor applicability of indicators in earlier studies is resolved by the analytical solution, which only requires determining the loss degree of the segment lining's effective bearing thickness to calculate the safety factor of any cross-section of the shield tunnel. The analytical solution's computation results, however, have some safety margins and are cautious. The process of establishing the evaluation model indicates that the secondary lining made of molded concrete can also have its safety status assessed using the analytical solution. It is very important for the safe operation of the tunnel and the safety of people's property and has a wide range of applications.