이 연구는 핵심산업의 공급망을 둘러싼 패권경쟁에 주목하고, EU의 입장과 정책을 반도체 산업을 중심으로 살펴보았다. 특히 EU가 표방하 는 ‘개방형 전략적 자율성’과 EU의 반도체 산업지원 정책이 어떠한 관 계를 갖는지를 고찰하였다. EU는 유럽단일시장에서의 경쟁 왜곡을 이 유로 역내에서는 보조금을 통한 산업정책을 엄격하게 통제했고, 역외의 글로벌 공급망에 대해서는 국제 분업의 자연스러운 결과로 간주했다. 반면에 미-중 패권경쟁의 격화, 코로나19 팬데믹 등은 유럽을 둘러싼 공급망에 혼선을 불러일으켰고, EU가 산업정책을 강화하는 결정적인 배경이 되었다. 한편 EU가 추진 중인 그린딜/디지털 전환 또한 자체적 인 공급망 강화 정책을 선택한 이유이다. 다만 EU의 정책은 글로벌 공 급망을 완전히 역내 공급망으로 대체하고자 하는 의도에서 비롯된 것 은 아니다. 취약한 반도체 산업의 설계 및 제조 분야에서 일정한 역량 을 확보함으로써 외부에 대한 의존도를 ‘통제할 수 있는 수준’으로 축 소하고자 하는 것이며, 이미 경쟁력을 보유한 분야의 우위를 계속 강화 해 나가기 위한 것이다. 이와 같은 EU의 정책은 ‘개방적’ 성격과 ‘전략 적’ 성격의 얼핏 양립이 어려운 두 개념을 절충하려는 시도로 볼 수 있 다. EU의 사례가 한국의 반도체 산업에 주는 시사점으로는 우선 반도 체 생태계 중 상대적으로 취약한 소부장 분야를 보완해야 하며, 제조 분야의 비교우위가 소실되지 않도록 연구‧개발을 집중해야 한다. 이와 더불어 투자와 혁신을 유발할 수 있는 규제환경을 조성해야 한다.

This study investigated a graded-refractive-index (GRIN) coating pattern capable of improving the light extraction efficiency of GaN light-emitting diodes (LEDs). The planar LEDs had total internal reflection thanks to the large difference in refractive index between the LED semiconductor and the surrounding medium (air). The main goal of this paper was to reduce the trapped light inside the LED by controlling the refractive index using various compositions of (TiO2)x(SiO2)1−x in GRIN LEDs consisting of five dielectric layers. Several types of multilayer LEDs were simulated and it was determined the transmittance value of the LEDs with many layers was greater than the LEDs with less layers. Then, the specific ranges of incident angles of the individual layers which depend on the refractive index were evaluated. According to theoretical calculations, the light extraction efficiency (LEE) of the five-layer GRIN is 25.29 %, 28.54 % and 30.22 %, respectively. Consequently, the five-layer GRIN LEDs patterned enhancement outcome LEE over the reference planar LEDs. The results suggest the increased light extraction efficiency is related to the loss of Fresnel transmission and the release of the light mode trapped inside the LED chip by the graded-refractive-index.

Prior to the design and production stages of the center pillar, the structural analysis must be carried out at the concept stage. Commercial softwares for the structural analysis provide benefits such as performance prediction and deformation. In this study, the structural analysis using SolidWorks was performed to investigate the stress and displacement characteristics of the center pillar for two types of collision positions and velocities. As the impact velocity increased, the maximum equivalent stress and displacement of the center pillar were larger. In the case of passenger cars, the equivalent stress and displacement according to the velocity change increased by about 133% and 116% at 16.5m/s , based on 5.5m/s . Also, the equivalent stress and displacement in the SUV car increased by about 119% and 378%, respectively

Prior to the experimental and production stages of the center pillar, a structural analysis must be carried out at the design stage. The commercial software for the structural analysis at the design stage provides benefits such as cost-effective and time economy. In this study, the structural analysis was performed to investigate the stress and displacement characteristics of the center pillar for five types of the applied loads using SolidWorks. The equivalent stress was relatively larger on the outside plate than the inside plate. The maximum equivalent stress according to the change of the applied loads increased linearly in the range of 47~181%. The deformation was larger at the upper end of the center pillar, and the maximum displacement was linearly increased in the range of 35~187%. The analysis results of the center pillar according to the applied loads show that the location and distribution of the maximum stress and displacement of the center pillar can be predicted.

The sea cage in marine aquaculture might be varied such as on the stability and shape in the open sea by environmental factors. To evaluate the stability of net cage structures in the open sea, the physical and numerical modeling techniques were applied and compared with field observations. This study was carried out to analyse the stability and the volume loss which would have an effect on the fish swimming behavior in the octagonal pillar type fish cage under the open sea. As a results, the volume loss ratio of the fish cage as measured using a depth sensor was indicated a value of the 30.3% under the current velocity (1.1m/s). The fish cage should be consisted of a concrete block with a weight over 10 tons, a mooring rope diameter over 28mm PP, and a shackle of 25mm under the current speed of 1m/sec for reasonable stability.

  This paper considers a six sigma project for improving productivity of the brace complement center pillar. The project follows a disciplined process of five phases: define, measure, analyze, improve, and control. A process map is used to identify proces

4 royal palaces are currently remained from capital city (Seoul) of 'Cho-Sun(朝鮮)' period. In these palaces, 'Main hall of Royal Palace(正殿)' is the center of the Royal Palaces. The 'Main hall of Royal Palace' of the Royal Palace was the best building of that time. Therefore there were many studies about the 'Main hall of Royal Palace'. But these studies were individual studies of these 'Main hall of Royal Palace'. Therefore, this study is to analyze and compare 4 'Main hall of Royal Palace' of the Royal palaces. It is to study the proportion regarding the Diameter of the pillar, the Height, the pillar and pillar Interval's Distance, and the arrangement of 'Kong-Po(bracket sets)'. With these studies, it is to prove that the 'Main hall of Royal Palace' is the building which high construction technique of this time is expressed. Result of this study is as followings; First, the proportion of pillar height(H) to its diameter(D) average from H=8.0 to 8.5D. Only the Myeong-Jeong-Jeon omitted the 'Go-Ju(高柱)' in the 'Toi-Kan (退間)' to place Ea-Jwa(御座). Second, Second, the proportion of diameter of the pillar of 'Eoi-Bu-Pyeong-Ju(外部平柱)' and 'Nae-Jin-Go-Ju(內陣高柱)' average D1(Diameter of 'Eoi-Bu-Pyeong-Ju') =0.91D2 (Diameter of 'Nae-Jin-Go-Ju'). In regards to the height, the single floor 'Main hall of Royal Palace' and double floor 'Main hall of Royal Palace' seems to be different. The height proportion of the double floor 'Main hall of royal palace' is H1(Height of 'Eoi-Bu-Pyeong-Ju')=0.34H2(Height of 'Nae-Jin-Go-Ju') and single floor 'Main hall of Royal Palace' has a proportion of H1=0.62H2. Third, in Geun-Jeong-Jeon, with the proportion of height and diameter of the pillar, interval's distance between pillars and diameter, the pillar interval distance and height, of 'Ea-kan(御間)' from the 'Toi-Kan' is different from 'Main hall of Royal Palace'. This is because the structure of 'Toi-Kan' of Geun-Jeong-Jeon is not stable. In order to reinforce this, 'Gui-Go-Ju(隅高柱)' of the Geun-Jeong-Jeon jut out $4{\sim}7%$ more compared to In-Jeong-Jeon. Fourth, when comparing double floor 'Main hall of royal palace' of Geun-Jeong-Jeon and In-Jeong-Jeon, based on distance of 'Eoi-Bu-Pyeong-Ju' and 'Nae-Jin-Go-Ju' of lower level, the 'Sang-Bu-Pyeong-Ju(上部平柱)' of Geun-Jeong-Jeon jut out $4{\sim}7%$ more compared to the In-Jeong-Jeon and also It becomes thicker. Fifth, the arrangement of 'Kong-Po' on the front row of 'Gan(間)' had to do with the change of side 'Gan'. Even though the Geun-Jeong-Jeon and the In-Jeong-Jeon were double floors, the arrangement of the 'Kong-Po' is different because the number of side bay is different.

산악터널과 달리 도심지 지하도로는 대부분 평야지대에 위치하고 충적층이 두껍게 분포하고 있으며 특히 터널 입․출구부는 병렬터널로 분기되는 지점인 동시에 하향굴착을 하는 관계로 터널 시․종점의 위치선정에 따라 공사비에 미치는 영향이 매우 크게 된다. 또한 병렬터널의 필라폭(PW)은 지하 보상비와 직결 되기 때문에 병렬터널의 안정을 확보하면서 동시에 최소의 필라폭(PW)으로 터널을 계획하여야 한다. 국내 도로터널의 필라폭(PW)은 일반적으로 1.5D(D: 터널 최대폭)를 기준으로 하며 일부 터널의 경우 입․출구부 극히 한정된 구간에서만 1.5D(D : 터널 최대폭)이내의 필라폭을 적용한 사례가 있으나 보상비 문제가 아닌 선형계획측면에서 불가피하게 발생한 사례들이다. 본 논문은 NATM형식으로서 국내최초 도심지 지하도로 설계사례를 통해 선형 계획단계에서부터 지하 보상비 및 지반특성을 함께 고려하여 적정 필라폭을 설계한 사례를 소개하고 도심지 병렬터널의 적정 필라폭 결정방법에 대해 기술하였다. 적정 필라폭 결정은 설계 및 시공사례 분석과 수치해석을 통한 강도 감소법과 강도/응력비 방법을 이용하였으며 터널간 초근접으로 인해 필라의 안정성이 불량한 터널 입․출구부는 안정성 확보를 위한 보강 방법을 제시하고 수치해석을 통해 안정성을 확인하였다.

When houses or buildings are adjacent to roads, with no effective prevention of road traffic noise, neighbors are exposed to it. It is important to understand the properties of sound propagation before taking a counter- measure against road traffic noise. It is easy to estimate the properties of sound propagation without obstacles, but very difficult and complex to estimate them with ones. The purpose of this study is to present a useful tool that can estimate the properties of sound propagation. In the beginning of this study, we investigated the attenuation of road traffic noise with two pillar buildings, and presented practical approximate calculation method, and verified that through scale model. The outcomes from this study are as follows : ⑴ Over second reflection sound waves can be ignored. ⑵ Diffraction sound waves that happen when reflection sound and first diffraction wave are projected at the wedge of other building can be ignored.