• 한국지반공학회논문집
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• 제16권1호
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• pp.243-250
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• 2000

지하박스구조물을 개착식으로 시공할 때에는 토공을 최소화하여 지반을 굴착하고 구조물을 설치한 후에 되메움하므로 지반굴착면과 구조물사이의 되메움 공간이 크지 않다. 따라서 구조물의 상부슬래브와 외측벽에 작용하는 토압의 크기와 분포형상은 구조물의 거동에 큰 영향을 미치며, 되메움 폭과 굴착면의 형상 및 토피두께 등에 따라 다르다. 본 연구에서는 원지반을 굴착한 후 구조물을 설치하고 잔여 굴착공간을 되메움하여 지하박스 구조물을 건설하는 시공 과정을 FLAC을 이용하여 수치해석하고 그 결과를 Marston-Spangler등의 이론과 silo 이론 및 모형실험 결과와 비교하였다. 결과적으로 상부슬래브에 작용하는 연직토압이 슬래브중앙에서는 토피하중과 같으나 구조물의 가장자리에서는 되메움 폭과 굴착면의 경사 및 토피의 두께 등에 따라 이보다 작거나 커졌고, 외측벽에 작용하는 수평토압은 정지토압보다 작았으며, 깊이에 따라 비선형적으로 증가하였다.

• 치과방사선
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• 제19권1호
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• pp.105-121
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• 1989

The author analysed tomograms and submento-vertex radiograms of 90 temporomandibular joints from 45 asymptomatic young adults. 15 had Angle class Ⅰ malocclusion, 15 classⅡ and 15 class Ⅲ. Corrected lateral tomograms were obtained in three condylar positions; centric occlusion, centric relation and 1 inch mouth opening. The condylar angulation, depth of cut, joint spaces were analysed in each radiogram. The obtained results were as follows; 1. The mean condylar angulation in Angle class Ⅰ, Ⅱ, Ⅲ group was 17.55±5.51° 13.33±8.85° 16.25±6.60° respectively, and there was no significant difference in each group. The mean condylar angulation of right side (16.62±7.23°) was larger than left side (14.80±7.33°). 2. The mean depth of cut in Angle class Ⅰ, Ⅱ, Ⅲ group was 8.13±1.61㎝, 3.05±3.80㎝, 7.75±2.19㎝, respectively. Angle class Ⅰ and class Ⅱ group revealed significant difference in measurement (p<0.0l). 3. The mean height of articular fossa in Angle class Ⅰ, Ⅱ, Ⅲ group was 8.67±3.06㎜, 9.61±2.57㎜, 8.93±2.83㎜, respectively. And the mean width of articular fossa was 19.90±2.80㎜, 19.48±3.83㎜, 20.36±4.82㎜, respectively. 4. The mean height and width of condylar head was 5.11±1.16㎜, 11.20±2.26㎜, respectively. 5. In centric occlusion, the superior joint space was the largest (3.42±1.42㎜), followed by anterior joint space (2.94±1.95㎜) and the posterior joint space (2.64±1.19㎜. In centric relation, the anterior joint space was the largest (3.86±2.17㎜), followed by the superior joint space (3.64±3.68㎜) and the posterior joint space (1.18±0.77㎜). 6. The displaced measurement from centric relation to centric occlusion was 1.10±1.04㎜ anteriorly and 0.24±0.97㎜ inferiorly. In 1 inch mouth opening state, the condylar head displaced posteroinferiorly (2.49±2.49㎜ posteriorly, 1.17±1.34㎜ inferiorly) from the apex of articular eminence. And Angle class Ⅰ and Ⅱ group, Angle class Ⅱ and Ⅲ group revealed significant difference in posterior measurement, respectively (p<0.01).

• Journal of Korean Neurosurgical Society
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• 제52권4호
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• pp.391-395
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• 2012

Objective : Removal of the anterior clinoid process (ACP) is an essential process in the surgery of giant or complex aneurysms located near the proximal internal carotid artery or the distal basilar artery. An extradural clinoidectomy must be performed within the limits of the meningeal layers surrounding the ACP to prevent morbid complications. To identify the safest method of extradural exposure of the ACP, anatomical studies were done on cadaver heads. Methods : Anatomical dissections for extradural exposure of the ACP were performed on both sides of seven cadavers. Before dividing the frontotemporal dural fold (FTDF), we measured its length from the superomedial apex attached to the periorbita to the posterolateral apex which connects to the anterosuperior end of the cavernous sinus. Results : The average length of the FTDF on cadaver dissections was 7 mm on the right side and 7.14 mm on the left side. Cranial nerves were usually exposed when cutting FTDF more than 7 mm of the FTDF. Conclusion : The most delicate area in an extradural anterior clinoidectomy is the junction of the FTDF and the anterior triangular apex of the cavernous sinus. The FTDF must be cut from the anterior side of the triangle at the periorbital side rather than from the dural side. The length of the FTDF incision must not exceed 7 mm to avoid cranial nerve injury.

• 한국가구학회지
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• 제11권2호
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• pp.7-12
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• 2000

This paper describes the bending strength properties of laminated woods which had three kinds of specimens according to finger length-12, 4.5 mm and butt joint and the acoustic emissions (AEs) generated during the test. 3-ply laminated wood beams were tension side layers (lower layers) composed of one middle lamina and two side-jointed laminae, with one butt joint ($_1BJ$), one finger joint (12mm, $_1FJ_{12}$) or one finger joint (4.5mm, $_1FJ_{4.5}$) in the middle lamina of tension side layer. And 3-ply laminated wood beams were tension side layers (lower layers) also composed of one lamina, with one butt joint (BJ), one finger joint (12mm, $FJ_{12}$) or one finger joint (4.5mm, $FJ_{4.5}$/) in tension side layer. Cryptomelia pieces were cut for butt and two finger types and glued with resorcinol-phenol resin adhesive. The results were as follows It was not effective in the bending modulus of elasicity (MOE) with IFJL type and had no difference from finger length. The bending modulus of rupture (MOR) of laminated wood beams including finger joint was the same values as that including butt feint and had no difference from finger length. It was effective in MOE with FJL type and had no difference from finger length. The effect of finger joint on MOR was much higher than that of butt joint but had no difference from finger length. The AE generation time of IFJL type was earlier than that of the control wood and the number of AE count was much more than that of the control wood. However, the AE generation time of FJL type was earlier than that of the control wood and the number of U count was much fewer than that of the control wood.

• 화약ㆍ발파
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• 제21권1호
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• pp.69-76
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• 2003

터널 발파에 있어서 진동특성을 규명하기 위하여 V-cut 심발패턴으로 시험발파를 수행하고, '터널 진행방향'과 '터널 진행직각방향'의 두 방향에서 발파진동을 계측하였다. 최대지발당 장약량을 기준으로 지반의 진동 전달특성을 확인하기 위하여 자승근 환산거리와 삼승근 환산거리로 회귀분석을 수행한 결과 허용진동속도 3mm/sec에서 교차점은 62m였으며, 5mm/sec에서 교차점은 46m였다. 또한 터널 진행방향에서 측정한 경우가 터널 진행직각 방향에서 측정한 경우보다 진동수준은 크게 나타났으며, 삼승근 환산거리 적용시 감쇠특성이 더욱 우세하였다.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2000년도 춘계학술대회논문집 - 한국공작기계학회
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• pp.567-572
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• 2000

From the experimental study of W-EDM for alloyed steel, the characteristics such as Hand Drum Form and surface roughness have been observed and evaluated for various conditions. In square hole, the increase of IP as to made condition, the calculate high value of surface roughness. Also compare dimensionless square hole with circle hole' graph, In circle hole, if a value of surface roughness IP 6 in a side of circle it show a 0.4${\mu}{\textrm}{m}$ and in IP 8, 0.6${\mu}{\textrm}{m}$, in IP 10, 0.7${\mu}{\textrm}{m}$, in IP 12, 0.8${\mu}{\textrm}{m}$ higher than before. This figure show the surface roughness is higher than before, because a table move in either X-axis or Y-axis in square hole, on the contrary, in circle there table move in X-axis and Y-axis at the same time. hand drum form getting small when wire tension increase 1000gf to 1500gf, at the same working conditions. The smaller of off time, the maller of hand drum form in same condition and same wire tension. but if you compare square hole with circle hole' graph, hand drum form displayed in maintained term of working condision, on the contrary, in case of square hole variation of hand drum form is more increase than a grow of IP

• Corrosion Science and Technology
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• 제23권3호
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• pp.215-220
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• 2024

Recently, the demand for Zn-Ni electrogalvanized steel sheets for home appliances and automobiles is increasing. Products should have a thick plating (30 to 40 g/m²) on both side with a thin thickness (≤ 0.8 mm) and the highest surface quality. By a high current density operation, current is concentrated in the edge part of the steel sheet, resulting in large surface dent defects due to dendritic plating. This can lead to a low productivity due to low line speed operation. To solve this problem, this study aimed to identify factors influencing dendritic plating. A cylindrical electroplating device was manufactured. Effects of cut edge shape and thickness of steel plate, current density, temperature, flow rate, electrolyte concentration, and pH on dendrite generation of Zn-Ni electroplating were examined. To investigate effect of edge shape of the steel sheet, the steel sheet was manufactured using three processing methods: shearing, polishing after shearing, and laser. Relative effects thickness and cut edge processing methods of the steel plate, current density, temperature, flow rate, electrolyte concentration, and pH of plating solution on dendrite plating were investigated. To prevent dendrite plating, an edge mask was manufactured and its application effect was investigated.

• 한국지반공학회논문집
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• 제15권4호
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• pp.235-246
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• 1999

지하철 터널 등의 지하구조물을 개착식으로 시공할 때에는 먼저 지반을 굴착하고 구조물을 설치한 후에 굴착공간을 되메움한다. 이때 굴착면과 구조물사이의 되메움 공간이 협소하여 되메움지반의 자중에 의하여 지하구조물에 작용하는 토압은 고전적인 방법으로 구한 토압과 상이하다. 개착식으로 시공한 구조물의 상부슬래브와 측벽에 작용하는 연직 및 수평토압은 되메움공간의 형상에 따라 영향을 받을수 있으며 이를 규명하기 위하여 되메움공간의 형상과 벽마찰각을 변화시키면서 실내모형시험을 실시하여 그 결과를 기존의 토압이론과 비교분석하였다. 그 결과 되메움공간의 형상 즉 되메움폭과 원지반 굴착면 경사 및 구조물의 벽마찰각에 의한 영향이 관찰되었다.

• 지질공학
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• 제19권3호
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• pp.401-408
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• 2009

단양과 가곡을 잇는 기존 구국도 59호선에는 35개소의 절토사면이 존재한다. 본 구간은 도로선형이 복잡하고, 폭이 협소하며, 2002년과 2006년 집중강우의 영향으로 절토사면 붕괴, 산사태, 도로침하 현상이 발생되는 등 위험성이 높아 신설국도를 계획하게 되었다. 2006년 12월 신설국도 공사 중 터널입구부사면이 붕괴되었으며, 상부에 존재하는 군도의 중앙선을 따라 인장균열이 발생되었다. 붕괴원인 파악 및 대책공법 제시를 위해서 면밀한 현장조사 및 인장균열에 대한 모니터링을 실시하였고, 스테레오투영망 해석, 한계평형해석, 유한차분해석을 수행하였다.

• 한국정보과학회논문지:시스템및이론
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• 제30권11호
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• pp.603-609
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• 2003

다중 프로세서 환경에서의 오류 허용에 대한 적응적 라우팅 기법은 매우 중요한 요소이다. 특히 메쉬 구조를 갖는 다중 프로세서에서의 오류를 허용하는 라우팅 기법은 구현에 있어 간결함을 제공하는 환경으로, 다수의 오류를 허용하기 위해 직사각형 모양의 오류 블록으로 구성하여 라우팅을 수행한다. 이 경우, 블록 내부의 정상적인 노드 역시 오류 노드로 간주되어 전체 노드의 사용율을 저하시키는데, 오류 블록을 몇 개의 확장된 메쉬로 나누고, 구성된 확장된 메쉬들의 관계를 DAG(Directed Acyclic Graph)로 구성하고, 이 DAG에서의 확장된 메쉬간의 최단거리를 구하여 메시지를 전송하는 RIFP (Routing for Irregular Faulty Pattern)기법으로 이를 해결하였다. 그러나, 이 기법은 노드간에 주고받는 메시지가 거치는 hop의 수가 오히려 증가되는 문제가 발생하게 된다. 이러한 문제를 해결하기 위하여 본 논문에서는 증가되는 hop의 수를 억제하기 위해 목적 노드와 이웃 노드들로부터 오류 블록 경계 부분까지 직선 경로 SCP(Short-Cut Path)를 찾아 존재하는 경우, SCP를 적용하는 RIFP를 제안한다.