• 건축역사연구
• /
• 제14권1호
• /
• pp.71-87
• /
• 2005

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.

• 한국전기전자재료학회:학술대회논문집
• /
• 한국전기전자재료학회 2009년도 추계학술대회 논문집
• /
• pp.107-107
• /
• 2009

Micro pillar structure was investigated for the energy havesting applications. The micro pillar structures were investigated to find proper size of pillars. In this experiments, the aspect ratio between the height and diameter were changed to extract maximum peizoelectric coefficient. We proposed the idea and model for the energy harvesting systems based on the micro-pillar structure.

• 대한기계학회논문집B
• /
• 제32권11호
• /
• pp.824-831
• /
• 2008

We present a continuous size-dependent particle separator using a negative dielectrophoretic (DEP) virtual pillar array. Two major problems in the previous size-dependent particle separators include the particle clogging in the mechanical sieving structures and the fixed range of separable particle sizes. The present particle separator uses the virtual pillar array generated by negative DEP force instead of the mechanical pillar array, thus eliminating the clogging problems. It is also possible to adjust the size of separable particles since the size of virtual pillars is a function of a particle diameter and applied voltage. At an applied voltage of 500 kHz $10\;V_{rms}$ (root mean sqaure voltage) sinusidal wave and a flow rate of $0.40\;{\mu}l\;min^{-1}$, we separate $5.7\;{\mu}m$-, $8.0\;{\mu}m$-, $10.5\;{\mu}m$-, and $11.9\;{\mu}m$-diameter polystyrene (PS) beads with separation purity of 95%, 92%, 50%, and 63%, respectively. The $10.5\;{\mu}m$- and $11.9\;{\mu}m$-diameter PS beads have relatively low separation purity of 50% and 63%. However, at an applied voltage of $8\;V_{rms}$, we separate $11.9\;{\mu}m$-diameter PS beads with separation purity over 99%. Therefore, the present particle separator achieves clog-free size-dependent particle separation, which is capable of size tuning of separable particles.

• 한국전기전자재료학회논문지
• /
• 제23권8호
• /
• pp.601-604
• /
• 2010

In this study, the piezoelectric energy harvester was investigated employing the pillar structure with the diameter size of 50~500 um. Usually, the aspect ratio between the height and diameter was related with the piezoelectric performance. High aspect ratio was showed the low electric noise and high piezoelectric properties than low aspect ratio. Therefore, we have selected the Su-8 photo-resist and modified lithography process to manufacture the pillar structure with height above the 250 ${\mu}m$. In this presentation, we will report the process and properties of micro pillar structure based on the PMN-PZT (Pb$(Mg_{1/3}Nb_{2/3})O_3$-PbZrTiO$_3$) materials.

• 반도체디스플레이기술학회지
• /
• 제16권1호
• /
• pp.65-69
• /
• 2017

This paper presents a Technology-CAD (TCAD) simulation of the characteristics of crystalline Si pillar array solar cells. The junction depth and the surface concentration of the solar cells were optimized to obtain the targeted sheet resistance of the emitter region. The diffusion model was determined by calibrating the emitter doping profile of the microscale silicon pillars. The dimension parameters determining the pillar shape, such as width, height, and spacing were varied within a simulation window from ${\sim}2{\mu}m$ to $5{\mu}m$. The simulation showed that increasing pillar width (or diameter) and spacing resulted in the decrease of current density due to surface area loss, light trapping loss, and high reflectance. Although increasing pillar height might improve the chances of light trapping, the recombination loss due to the increase in the carrier's transfer length canceled out the positive effect to the photo-generation component of the current. The silicon pillars were experimentally formed by photoresist patterning and electroless etching. The laboratory results of a fabricated Si pillar solar cell showed the efficiency and the fill factor to be close to the simulation results.

• 터널과지하공간
• /
• 제29권5호
• /
• pp.346-355
• /
• 2019

근접병설터널에서 필라의 안정성을 평가할 때, 필라 폭이 최소가 되는 지점에서의 국부안전율(강도/응력비)을 조사하는 방법이 널리 사용된다. FEM 응력해석결과를 바탕으로 국부안전율이 1.0 이하인 경우는 필라의 안정성이 확보되지 못 하는 것으로 판단하고 인장볼트 등의 보강공법을 적용하고 있다. 그러나 국부안전율은 필라폭/터널반경(PW/D)의 변화와 무관하게 일정한 값을 보이고 있으며 인장볼트의 프리스트레싱 도입 시에도 축차응력의 변화가 크지 않아 상대적으로 필라의 안전율을 과소평가 할 수 있는 것으로 분석되었다. 아울러 Hoek and Brown(1980)이 제안한 평균안전율을 검토하였으나 상대적으로 필라폭의 크기가 커질 경우 필라의 안전율을 과대평가하는 현상을 관찰할 수 있었다. 이에 대한 대안으로 강도 감소법을 이용한 SRM 안전율을 도입하여 필라의 안정성을 평가한 결과 필라폭/터널반경 변화에 따른 무보강 및 인장볼트 보강효과가 잘 반영됨을 알 수 있었으며 파괴형상 또한 기존 극한 이론의 검토결과와 유사함을 알 수 있었다. 본 연구에서는 인장볼트의 보강효과를 구별하기 위해 록볼트 및 숏크리트를 고려하지 않고 안전율을 평가하였다.

• 한국지반환경공학회 논문집
• /
• 제10권7호
• /
• pp.15-23
• /
• 2009

대상 연구지역은 화강암 지역으로서 단층파쇄대가 지나는 대단면 3련 터널이며 변단면 구간으로 1 : 4.5의 하향경사 및 상부 비탈면 형성에 따른 터널단면, 필러폭 그리고 터널 토피고가 연속적으로 변화하는 구간이다. 즉 터널직경이 점차 변하는 구간으로 필러폭이 직경에 따라 0.5D에서 1.0D로 변하므로 필러폭에 대한 각 단면에 대한 안정성 평가를 할 수 있는 구간이다. 3련 터널의 필러부 안정성을 계측치를 바탕으로 평가하였으며 이를 수치해석과 비교해 보았다.

• 한국전기전자재료학회논문지
• /
• 제25권4호
• /
• pp.286-289
• /
• 2012

In this paper, we have proposed piezoelectric energy harvester employing the pillar structure with the diameter size of 500 um. So we have selected the Su-8 photo-resist and modified lithography process to manufacture the pillar structure with height above the $500{\mu}m$. Simultaneously, we tried to make a comparative study to use ceramic bulk - polymer structure In this paper, we will report the process and properties of micro pillar structure based on the PMN-PZT ($Pb(Mg_{1/3}Nb_{2/3})O_3-PbZrTiO_3$) materials. Finally, We will propose a method for generating electrical energy with a piezoelectric element using vibration, an energy source can be obtained from the "clean" energy.

• 마이크로전자및패키징학회지
• /
• 제16권4호
• /
• pp.9-15
• /
• 2009

Cu pillar 범프를 사용한 플립칩 기술은 솔더범프를 사용한 플립칩 공정에 비해 칩과 기판 사이의 거리를 감소시키지 않으면서 미세피치 접속이 가능하다는 장점이 있다. Cu pillar 범프를 사용한 플립칩 공정은 미세피치화와 더불어 기생 캐패시턴스를 억제하기 위해 칩과 기판 사이에 큰 거리가 요구되는 RF 패키지에서도 유용한 칩 접속공정이다. 본 연구에서는 Sn 캡을 형성한 Cu pillar 범프와 Sn 캡이 없는 Cu pillar 범프를 전기도금으로 형성한 후 플립칩 접속하여 Cu-Sn-Cu 샌드위치 접속구조를 형성하였다. Cu pillar 범프 상에 Sn 캡의 높이를 변화시키며 전기도금한 후, Sn 캡의 높이에 따른 Cu-Sn-Cu 샌드위치 접속구조의 접속저항과 칩 전단하중을 분석하였다. 직경 $25\;{\mu}m$, 높이 $20\;{\mu}m$인 Cu pillar 범프들을 사용하여 형성한 Cu-Sn-Cu 샌드위치 접속구조에서 $10{\sim}25\;{\mu}m$ 범위의 Sn 캡 높이에 무관하게 칩과 기판 사이의 거리는 $44\;{\mu}m$으로 유지되었으며, 접속부당 $14\;m{\Omega}$의 평균 접속저항을 나타내었다.

• Structural Engineering and Mechanics
• /
• 제71권1호
• /
• pp.77-87
• /
• 2019

In this paper, the interaction between two neighboring tunnel has been investigated using PFC2D. For this purpose, firstly calibration of PFC was performed using Brazilian experimental test. Secondly, various configuration of two neighboring tunnel was prepared and tested by biaxial test. The maximum and minimum principle stresses were 0.2 and 30 MPa respectively. The modeling results show that in most cases, the tensile cracks are dominant mode of cracks that occurred in the model. With increasing the diameter of internal circle, number of cracks decreases in rock pillar also number of total cracks decreases in the model. The rock pillar was heavily broken when its width was too small. In fixed quarter size of tunnel, the crack initiation stress decreases with increasing the central tunnel diameter. In fixed central tunnel size, the crack initiation stress decreases with increasing the quarter size of tunnel.