• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
• /
• 2006.11a
• /
• pp.11-11
• /
• 2006

ZnO는 넓은 밴드갭(3.37eV)과 큰 액시톤(exciton) 결합에너지(60meV)를 가지는 II-VI족 화합물 반도체이다[1]. 이와같은 특성은 상온에서도 높은 재결합 효율이 기대되는 엑시톤 전이가 가능하여 자발적인 발광특성 및 레이저 발진을 위한 낮은 임계전압을 가져 일광효율이 큰 장점이 있다. 최근에는 ZnO의 전기적, 광학적, 자기적 특성을 높이기 위해 doping에 대한 연구가 많이 보고 되고 있다. 이중 ZnO내에 Mg을 doping하게 되면 Mg 조성에 따라 밴드갭이 3.3~7.7eV까지 변하게 된다. 그러나 이원계 상평형도에 따라 ZnO내에 고용될 수 있는 MgO의 고용도는 4at% 이하이다. 이는 ZnO는 Wurtzite 구조이고, MgO는 rocksalt 구조로 각각 결정구조가 다르기 때문이다. 본 연구는 열기상증착방법(thermal evaporation)으로 ZnO 템플레이트를 이용하여 MgZnO 나노막대를 합성하였고, Zn와 Mg의 서로 다른 녹는점을 이용해 2-step으로 성장을 하였다. 합성은 수평로를 사용하였으며, 반응온도 550, $700^{\circ}C$로 2-step으로 하였으며, 소스로 사용된 Zn(99.99%)과 Mg(99.99%) 분말을 산소를 직접 반응시켜 합성하였다. Ar 가스와 O2 가스를 각각 운반가스와 반응가스로 사용하였다. ZnO 템플레이트 위에 성장시킨 1차원 MgZnO 나노구조의 형태 및 구조적 특성을 FESEM과 TEM으로 분석하였다. 그리고 결정학적 특성은 XRD를 이용해 분석하였다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.17-20
• /
• 2008

As a part of a research program to study the shear reinforcement of flat plate system, this investigation aimed to determine the effect of shear reinforcement type on punching shear strength of monolithic slab-column connection. A total of 5 specimens were fabrication and tested. The dimension of the slab were $2.63{\ast}2.725{\ast}0.18m$, with a centrally located column $0.6{\ast}0.8m$ in cross section. Experimental results showed that the CFS shear reinforcement was not effective because of lack of proper bond with concrete. 3 shear reinforcement except of CFS showed high effectiveness, which resulted in a considerable increment of the punching shear resistance of the connection.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.7 no.3
• /
• pp.205-213
• /
• 2003

The primary purpose of this study is to investigate punching shear capacity of flat plate slab using high strength concrete in column. It may be much contributed to economy efficiency and structural advantages that High Strength Concrete(HSC) used for vertical member and Normal Strength Concrete(NSC) for horizontal member. Therefore, six plate flat slab specimens with HSC column and NSC slab had been made and tested with real scale. The major variables were compressive strength of concrete(fck=285, $460kgf/cm^2$), extended length of HSC from column face and amount of shear reinforcements. As the result of this test, the maximum load and punching shear capacity of specimens is affected by extended length and shear reinforcements.

• Journal of the Korean Society for Precision Engineering
• /
• v.33 no.5
• /
• pp.385-392
• /
• 2016

Recently in the display industry, demands for high-luminance and resolution of display devices have been steadily increasing. Generally, micro linear patterns are applied to an optical film in order to improve its properties of light. However, these patterns are easily viewed to eyes and moire phenomenon can be occurred. Micro random patterns are proposed as a method to solve these problems, increasing light-luminance and light-diffusion. However, conventional pattern manufacturing technologies have long processing times and high costs making it difficult to apply to large area molds. In order to combat this issue, micro-random patterns are formed by using a roll to plate indentation method along with abrasive paper tools composed of AlSiO2, SiC, and diamond grains. Also, forming properties, such as size and fill-factor of random patterns, are analyzed depending on type, mesh of abrasive paper tools, and indentation forces.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
• /
• 2005.07a
• /
• pp.637-638
• /
• 2005

AAO templates were fabricated using a two-step anodization process with pretreatment such as electro polishing and annealing. To reduce process time and get well-aligned pore array, rapid thermal processor by an halogen lamp was employed in vacuum state at $500^{\circ}C$ for various time. The pore array of AAO template annealed at $500^{\circ}C$ for 2 h is comparable to a template annealed in conventional furnace at $500^{\circ}C$ for 30 h. The well-fabricated AAO template has the mean pore diameter of 70 nm, the barrierlayer thickness of 25 nm, and the pore depth of $9{\mu}m$. And the pore density can be as high as $2.0\times10^{10}cm^{-2}$.

• Journal of the Korean Institute of Electrical and Electronic Material Engineers
• /
• v.32 no.3
• /
• pp.219-222
• /
• 2019

In this study, we fabricated plate-type shunt resistors with thermal stability by parallelly connecting metal alloy plates with positive temperature coefficient of resistance (TCR) and carbon nanotube (CNT) plates with negative TCR. The metal alloy plates, which were prepared by alloying Cu and Mn with a composition of 91 wt% of Cu and 9 wt% of Mn, showed around $800ppm/^{\circ}C$ of TCR, and the CNT plates prepared from the CNT solution by using the vacuum filtration method showed around $-800ppm/^{\circ}C$ of TCR. The shunt resistor that was fabricated by stacking metal alloy plates and CNT plates in this work showed about $46.93ppm/^{\circ}C$ of TCR. Therefore, we conclude that a shunt resistor with low TCR can be realized by simply adjusting the TCR of the metal alloy only, because the TCR of the CNT plate has an identical value.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.53-56
• /
• 2008

In this investigation, results of laboratory tests on six reinforce concrete flat plate interior connections with elongated rectangular column support which has been used widely in tall residential buildings are presented. The purpose of this study is to evaluate an effect of column aspect ratio(${\beta}$c=$c_1/c_2$) on the hysteretic behavior under earthquake type loading. The aspect ratio of column section was taken as 0.33${\sim}$3($c_1/c_2$=1/3, 1/1, 3/1). Other design parameters such as flexural reinforcement ratio of slab and concrete strength was kept constant as ${\rho}$=1.0%, 1.5% and $f){ck}$=40MPa, respectively. Gravity shear load($V_g$) was applied by 30 percents of nominal vertical shear strength(0.3$V_o$) of the specimen. Experimental observations on punching failure pattern, peak lateral-load and story drift ratio at punching failure, and stiffness degradation were achieved and discussed in accordance with different column aspect ratio.

• Journal of Bio-Environment Control
• /
• v.28 no.2
• /
• pp.117-125
• /
• 2019

This study compared the temperature and humidity measured by an aspirated radiation shield (ARS), the accuracy of which has been recently verified, and those measured by a system developed by the parent company (Company A) to investigate and improve the performance of the developed system. The results are as follows. Overall, the two-plate system had a lower radiation shielding effect than the one-plate system but showed better performance results when excluding the effect of strawberry vegetation on the systems. The overall maximum temperature ranges measured by company A's system and the ARS were $20.5{\sim}53.3^{\circ}C$ and $17.8{\sim}44.1^{\circ}C$, respectively. Thus, the maximum temperature measured by company A's system was $2.7{\sim}9.2^{\circ}C$ higher, and the maximum daily temperature difference was approximately $12.2^{\circ}C$. The overall average temperature measured by company A's system and the ARS was $12.4{\sim}38.6^{\circ}C$ and $11.8{\sim}32.7^{\circ}C$, respectively. Thus, the overall average temperature measured by company A's system was $0.6{\sim}5.9^{\circ}C$ higher, and the maximum daily temperature difference was approximately $6.7^{\circ}C$. The overall minimum temperature ranges measured by company A's system and the ARS were $4.2{\sim}28.6^{\circ}C$ and $2.9{\sim}26.4^{\circ}C$, respectively. Thus, the minimum temperature measured by company A's system was $1.3{\sim}2.2^{\circ}C$ higher, and the minimum daily temperature difference was approximately $2.9^{\circ}C$. In addition, the overall relative humidity ranges measured by company A's system and the ARS were 52.9~93.3% and 55.3~96.5%, respectively. Thus, company A's system showed a 2.4~3.2% lower relative humidity range than the ARS. However, there was a day when the relative humidity measured by company A's system was 18.0% lower than that measured by the ARS at maximum. In conclusion, there were differences in the relative humidity measured by the two company's devices, as in the temperature, although the differences were insignificant.

• The Journal of Engineering Geology
• /
• v.30 no.1
• /
• pp.43-57
• /
• 2020

The objective of this study was to evaluate the performance of high-strength lattice girders as a possible superior alternative to conventional steel arch ribs. For this purpose, the structural characteristics of supports were analyzed using numerical analysis, and their performance was evaluated using maximum bending load tests and tensile tests of the welded joint. According to the results of structural analysis, the optimum size of the upper and lower members and plates is 50 mm × 31.8 mm × 25.4 mm, demonstrating excellent functionality and economic efficiency. High-strength lattice girders of dimensions 55 mm × 30 mm × 20 mm and 85 mm × 30 mm × 20 mm, determined from bending load tests, are found to meet both the reference values and the target values of H-profiles 100 and 125. A review of the ratio of theoretical deflection to actual deflection shows that the high-strength lattice girder developed during this study meets fewer than five of the evaluation criteria for lattice girder deflections proposed by the Federal Railway Department of Germany. Finally, tensile test results reveal that the welded joint of the high-strength lattice girder at the main steel bar-auxiliary steel bar-plate junction exceeds the target value, indicating that the welded joint has sufficient stability.

• Journal of the Korean institute of surface engineering
• /
• v.46 no.6
• /
• pp.283-289
• /
• 2013

The experimental study for the temperature uniformity on the wafer using liquid-vapor phase heat transfer mechanism is performed. For the experiment, the heater plate which is consist of stainless steel container, working fluid and electrical heater is designed, manufactured and tested at the range of 600 to $850^{\circ}C$. The results showed that the phase change type heater plate was much more uniform and stable temperature on the heater plate surface and wafer than the uniform heat flux type heater plate at the atmospheric condition. Also, the results of 300 mm outer diameter of heater plate showed that the same temperature uniformity compared with 230 mm.