• Asian review of World Histories
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• 제2권2호
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• pp.169-195
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• 2014

This paper presents an investigation into cross-cultural transfiguration of Buddhist faith in Goryeo Dynasty, with a focus on $\acute{S}\bar{u}$raṃgama-s$\bar{u}$tra that used to be in vogue in East Asia. There are three major types of $\acute{S}\bar{u}$raṃgama-s$\bar{u}$tra faith in Goryeo: the first one was concerned about the scripture itself including its citation and publication and the compilation of its annotation books; the second one involved establishing Buddhist rituals related to the scripture; and the final one was to create Dh$\bar{a}$ran$\bar{i}$ stone poles with Dafoding Dh$\bar{a}$ran$\bar{i}$ in Volume 7 of the scripture engraved in stone. While it was the common practice to engrave Zunsheng Dh$\bar{a}$ran$\bar{i}$ in China, the number of stone poles on which Dafoding Dh$\bar{a}$ran$\bar{i}$ was engraved was overwhelmingly large. There are a couple of reasons behind the difference: first, there was a tendency of Zunsheng Dh$\bar{a}$ran$\bar{i}$ being worshiped at the national level in Goryeo, which probably explains why the percentage of Zunsheng Dh$\bar{a}$ran$\bar{i}$ stone poles designed to pray for a personal mass for the dead by engraving Dh$\bar{a}$ran$\bar{i}$ on a stone pole was considerably low. In addition, there were esoteric sects in Goryeo, and it is estimated that they must have got involved in the establishment of Dafoding Dh$\bar{a}$ran$\bar{i}$ stone poles in the former half of Goryeo. Furthermore, the Zen sects had a deep non-Zen understanding of Esoteric Buddhism and tended to practice Dh$\bar{a}$ran$\bar{i}$ in Goryeo. It is estimated that Dafoding Dh$\bar{a}$ran$\bar{i}$ stone poles were set up in large numbers in Goryeo as the prevalence of $\acute{S}\bar{u}$raṃgama-s$\bar{u}$tra faith that continued on since the former half of Goryeo was combined with the Zen sects' active position about Dh$\bar{a}$ran$\bar{i}$.

• International Journal of Ocean System Engineering
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• 제2권1호
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• pp.1-7
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• 2012

The cross-shore sediment transport in a coastal region causes the important changes in beach morphological properties. The accurate estimation of the cross-shore sediment transport is important for the designing of the marine structures such as seawalls, jetties, breakwaters etc, and the preventing coastal erosion and accretion due to on-off shore sediment transportation. In this study, the experiments on cross- shore sediment transport carried out in a laboratory wave channel for initial beach slopes of 1/8, 1/10 and 1/15. Using the regular waves with different deep-water wave steepness generated by a pedal-type wave generator, the geometrical characteristics of beach profiles under storm conditions and the parameters affecting on-off shore sediment transport are investigated for the beach materials having medium diameters of $d_{50}$=0.25, 0.32, 0.45, 0.62 and 0.80 mm. The experimental results obtained from this study compared with previous experimental work and found to be of the same magnitude as the experimental measurements and followed the expected basic trend.

• 공업화학
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• 제28권4호
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• pp.420-426
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• 2017

최근 특정 용매에 대한 저항성이 있고 특정 분획분자량을 가지는 고분자 분리막을 통해 용매 또는 용질의 분리가 이루어지는 용매저항성 나노여과막에 대한 연구가 많이 이루어지고 있다. 이러한 분리막의 필수조건은 우수한 물성과 용매저항성을 가지는 것인데 현존하는 상업용 고분자 중 가장 내열성이 좋다고 알려진 폴리벤즈이미다졸은 고유의 용매저항성 역시 뛰어나지만 가교되었을 때 강한 유기용매에도 녹지 않는 특성을 가진다. 따라서 본 연구에서는 이러한 폴리벤즈이미다졸의 용매저항성을 이용한 나노여과막의 적용 가능성에 대하여 논의하고자 하였다. 분리막의 제조는 비용매유도상전이법을 통해 실시하였고 전계방출형 주사전자현미경을 통해 나노여과막으로서 적절한 복합막을 형성하는 것을 확인하였다. 또한, 가교유무에 따른 용매의 투과성능을 확인하였고 장시간 운전을 통하여 용매에 대한 내구성에 따른 안정성 또한 확인하였다. 투과도 실험은 물, 에탄올, 벤젠, N, N-dimethylacetamide (DMAc), n-methyl-2-pyrrolidone (NMP) 다섯 가지 용매에 의해 실시되었으며 각각의 초기 플럭스는 $6500L/m^2h$ (Water, 2 bar), $720L/m^2h$ (DMAc, 5 bar), $185L/m^2h$ (Benzene, 5 bar), $132L/m^2h$ (NMP, 5 bar), $65L/m^2h$ (Ethanol, 5 bar)를 나타내었고 분리막의 종류에 따라 2-5 bar의 압력을 적용하였다.

• Structural Engineering and Mechanics
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• 제37권3호
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• pp.309-320
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• 2011

As a new type of large-span space structure, suspendome is composited of the upper single-layer reticulated shell and the lower cable-strut system. It has better mechanical properties compared to single-layer reticulated shell, and the overall stiffness of suspendome structure increases greatly due to the prestress of cable. Consequently, it can cross a larger span reasonably, economically and grandly with high rigidity, good stability and simple construction. For a better assessment of the advantages of mechanical characteristic of suspendome quantitatively, the static behavior of Kiewitt6 suspendome was studied by using finite element method, and ADINA was the software application to implement the analysis. By studying a certain suspendome, the internal forces, deformation and support constrained forces of the structure were obtained in this paper. Furthermore, the influences of parameters including prestress, stay bar length, cross-sectional area and rise-to-span ratio were also discussed. The results show that the increase of prestress and vertical stay bar length can improve the stiffness of suspendome; Cross-sectional area has nearly no impact on the static behavior, and the rise-to-span ratio is the most sensitive parameter.

• 한국공간구조학회논문집
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• 제11권1호
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• pp.77-85
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• 2011

본 논문은 마이크로 유전 알고리즘을 이용하여 그리드 구조물의 최적화를 수행하고 초기인장력이 최적화에 미치는 영향을 분석하였다. 최적화시 여러 제약조건을 설정하여 구조물의 물량이 최소화 되도록 부재의 단면을 찾는 최적 설계를 수행하였다. 알고리즘의 검증을 위해 10-bar 트러스트 예제로 설정하여 이전 연구 결과와의 비교를 하였다. 이를 바탕으로 초기인장력이 적용된 트러스트 구조물의 최적화가 가능한 다음과 같은 기법을 사용하여 그리드 형태인 72-bar 트러스의 최적화를 수행하였으며, 이전 연구결과와 비교하여 이를 입증하였다. 최적화시 초기인장력 크기를 달리하여 트러스 구조물의 최적화를 수행하였으며, 물량이 최소화되는 최적화된 초기 인장력 값도 찾았다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2009년도 추계학술대회 논문집
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• pp.172-172
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• 2009

In this study, we presented comparative discrimination methods to identify various line and planar defects observed in nonpolar a-GaN epilayers on r-sapphire substrates. Unlike the case of conventional c-GaN, which is dominated by perfect threading dislocations, systematic identification of undistinguishable defects using transmission electron microscopy (TEM) is necessary to suppress the propagation of defects in nonpolar GaN epilayers. Cross-sectional TEM images near the [0001] zone axis revealed that perfect mixed and pure screw type dislocations are visible, while pure edge, partial dislocations, and basal stacking faults (BSFs) are not discernible. In tilted cross-sectional TEM images along the [$1\bar{2}10$] zone axis, the dominant defects were BSFs and partial dislocations for the $g=10\bar{1}0$ and 0002 two-beam images, respectively. From plan view TEM images taken along the [$11\bar{2}0$] axis, it was found that the dominantpartial and perfect dislocations were Frank-Shockley with b=${\pm}1/6$<$20\bar{2}3$> and mixed type without an 1 component including b=${\pm}1/3$<$1\bar{2}10$> and ${\pm}1/3$<$\bar{2}110$>, respectively. Prismatic stacking faults were observed as inclined line contrast near the [0001] zone axis and were visible as band contrast in the two-beam images along the [$1\bar{2}10$] and [$11\bar{2}0$] zone axes.

• 대한전자공학회논문지SD
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• 제39권5호
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• pp.31-40
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• 2002

스위칭 동작 유도 영역, 소멸비 조절 영역과 소멸비 향상 영역으로 구성된 수직 방향성 결합기 스위치를 제안하였다. 스위칭 동작 유도 영역에서는 코어 한 개의 굴절율 값을 변화시키어 크로스 상태 (cross state)와 바 상태 (bar state)의 스위칭 동작을 유도하였으며, 소멸비 향상 영역에서의 코어 굴절율의 비대칭을 조절하여 소자의 끝단에서 30㏈ 이상의 소멸비를 가지는 크로스 상태와 바 상태를 얻을 수 있었다. 두 코어의 굴절율 값이 같은 대칭형 결합기의 소멸비 조절 영역를 진행하면서 스위칭 동작 유도 영역의 끝단에서 다른 크로스 상태와 바 상태의 소멸비는 소멸비 조절 영역의 끝단에서 같은 값이되어 소멸비 향상 영역에서 최대 소멸비를 가지기 위한 코어 굴절율의 비대칭 값과 소멸비 향상 영역의 길이가 같게된다. 또한 여러 코어 굴절율 값과 안쪽 클래딩의 두께에 따른 크로스 상태와 바 상태의 소멸비 계산 결과의 분석을 통하여 30 ㏈ 이상의 높은 소멸비를 보이며 큰 제작 공차를 얻기 위한 비대칭 수직 방향성 결합 스위치의 설계 지침을 제시하였다.

• 대한금속재료학회지
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• 제56권12호
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• pp.910-914
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• 2018

Since catalyst technology is one of the promising technologies to improve the working performance of next generation energy and electronic devices, many efforts have been made to develop various catalysts with high efficiency at a low cost. However, there are remaining challenges to be resolved in order to use the suggested catalytic materials, such as platinum (Pt), gold (Au), and palladium (Pd), due to their poor cost-effectiveness for device applications. In this study, to overcome these challenges, we suggest a useful method to increase the surface area of a noble metal catalyst material, resulting in a reduction of the total amount of catalyst usage. By employing block copolymer (BCP) self-assembly and nano-transfer printing (n-TP) processes, we successfully fabricated sub-20 nm Pt line and cross-bar patterns. Furthermore, we obtained a highly ordered Pt cross-bar pattern on a Ni thin film and a Pt-embedded Ni thin film, which can be used as hetero hybrid alloy catalyst structure. For a detailed analysis of the hybrid catalytic material, we used scanning electron microscope (SEM), transmission electron microscope (TEM) and energy-dispersive X-ray spectroscopy (EDS), which revealed a well-defined nanoporous Pt nanostructure on the Ni thin film. Based on these results, we expect that the successful hybridization of various catalytic nanostructures can be extended to other material systems and devices in the near future.

• 도시과학
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• 제7권2호
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• pp.21-27
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• 2018

With the increase of the skyscraper center, the development of large-diameter and high-strength reinforcing bars is being carried out to solve the dense reinforcement. In case of the steel reinforced concrete with a small cross section such as beam-column joints, the development length becomes short when straight bars are used. Therefore, it is possible to solve the problem that the development length becomes short by using the bearing strength of the hooked bar and headed bar. In this study, the exterior beam-column joint test of SD700 hooked bar and headed bar with anchorage length of 20db was conducted to extend the development length limitation of hooked bar and headed bar. As a result of the evaluation of the anchorage strength using the design equation by KCI, the average of the [measured value]/[predicted value] ratio was 1.31 for the hooked reinforcing bars. In the case of headed bars, the average of the [measured value]/[predicted value] ratio was 1.12. In addition, in order to compare the anchorage performance of the hooked bar and the headed bar, the measured values were divided by the square root of the compressive strength of the concrete to compare the anchorage strength. Under the same conditions, the anchorage strength of headed bars was 8.5% higher than the hooked bars.

• Structural Engineering and Mechanics
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• 제23권4호
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• pp.369-386
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• 2006

The influence of reinforcement buckling on the flexural response of reinforced concrete members is studied. The stress-strain response of compression reinforcement is determined computationally using a large-strain finite element model for bars of varied diameter, length, and initial eccentricity, and a mathematical expression is fitted to the simulation results. This relationship is used to represent the response of bars in compression in a moment-curvature analysis of a reinforced concrete cross section. The compression bar may carry more or less force than a tension bar at a corresponding strain, depending on the relative influence of Poisson effects and bar slenderness. Several cross-section analyses indicate that, for the distances between stirrups prescribed in modern concrete codes, the influence of inelastic buckling of the longitudinal reinforcement on the monotonic moment capacity is very small and can be neglected in many circumstances.