• 대한치과교정학회지
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• 제46권6호
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• pp.356-363
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• 2016

Objective: The additional arch length required for leveling (AALL) the curve of Spee (COS) can be estimated by subtracting the two-dimensional (2D) arch circumference, which is the projection of the three-dimensional (3D) arch circumference onto the occlusal plane, from the 3D arch circumference, which represents the arch length after leveling the COS. The purpose of this study was to determine whether the cusp tips or proximal maximum convexities are more appropriate reference points for estimating the AALL. Methods: Sixteen model setups of the mandibular arch with COS depths ranging from 0 mm to 4.7 mm were constructed using digital simulation. Arch circumferences in 2D and 3D were measured from the cusp tips and proximal maximum convexities and used to calculate the AALL. The values obtained using the two reference points were compared with the paired t -test. Results: Although the 3D arch circumference should be constant regardless of the COS depth, it decreased by 3.8 mm in cusp tip measurements and by 0.4 mm in proximal maximum convexity measurements as the COS deepened to 4.7 mm. AALL values calculated using the cusp tips as reference points were significantly smaller than those calculated using the proximal maximum convexities (p = 0.002). Conclusions: The AALL is underestimated when the cusp tips are used as measurement reference points; the AALL can be measured more accurately using the proximal maximum convexities.

• 대한치과보철학회지
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• 제30권2호
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• pp.273-285
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• 1992

The purpose of this study was to evaluate facial form, arch form and tooth form in young adults to determine if a correlation exists. 115 subjects who had healthy natural maxillary incisors and good occlusion consisted of 71 males and 44 females ranging from 20-30 years of age. Facial photographs and, intraoral photographs of upper anterior teeth and dental casts of upper jaws were taken to demonstrate facial form, dental arch form and tooth form. Form analysis is determined by comparing the ratio of the widths of the faces, dental archs and the teeth. The Chi-square test of independence between facial form, arch form and tooth form, was executed and the significance level determined. The results were as follows : 1. The distribution of facial forms was 66.1% square-tapering, 27.0% square, 5.2% ovoid, 2% tapering-square. 2. The distribution of tooth forms was 65.2% ovoid, 20.0% square-tapering, 11.3 % tapering-square, 3.5 % square. 3. The distribution of arch forms was 50.4 % square-tapering, 48.7 % tapering, 0.9 % reverse tapering-square. 4. There was no large differences in the distribution of facial forms, dental arch forms and tooth-forms between male and female. 5. No relationship existed between the tooth form and the facial form. 6. No relationship existed between the facial form and the dental arch form. 7. No relationship existed between the tooth form and the dental arch form. 8. This gave the impression that dental arch form and facial form could not be used as a true index in tooth selection.

• 한국지반환경공학회 논문집
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• 제9권7호
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• pp.25-35
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• 2008

국내의 경우 일반적인 2차로 도로터널은 시공경험 및 축적된 제반자료가 풍부하여 표준적인 지보패턴이 제시되고 있으나, 2-Arch 도로터널의 경우 아직 시공경험 및 계측자료가 부족하여 특정지형 및 암질에 대해 별도의 발파설계와 해석을 통해 선정한 지보패턴을 표준적으로 적용하고 있다. 따라서 본 연구에서는 2-Arch 도로터널의 설계 및 시공시 적용되고 있는 표준지보패턴에 대하여 하중분담률 및 편토압에 따른 거동을 분석하고 발파진동이 중앙벽체에 미치는 영향을 분석하여 적용된 지보재의 적정성 여부를 검토하였다. 그 결과 표준지보패턴에 적용되는 지보량은 적정한 것으로 나타났으나, 이는 특정지형 및 암질 조건을 고려하여 해석 후 선정된 것으로, 향후 2-Arch 도로터널의 설계 및 시공시 최종적인 표준지보패턴 선정은 대상 터널의 지형조건, 토질조건, 시공조건 등을 종합적으로 고려하여 결정되어야 할 것으로 사료된다.

• Journal of Chest Surgery
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• 제49권4호
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• pp.264-272
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• 2016

Background: We analyzed the long-term results of ascending aortic replacement and arch aortic replacement in acute DeBakey type I aortic dissections to measure the differences in the distal aortic changes with extension of the aortic replacement. Methods: We reviewed 142 cases of acute DeBakey type I aortic dissections (1996-2015). Seventy percent of the cases were ascending aortic replacements, and 3 0% of the cases underwent total arch aortic replacement, which includes the aorta from the root to the beginning of the descending aorta with the 3 arch branches. Fourteen percent (20 cases) resulted in surgical mortality and 86% of cases that survived had a mean follow-up period of $6.6{\pm}4.6years$. Among these cases, 64% of the patients were followed up with computed tomography (CT) angiograms with the duration of the final CT check period of $4.9{\pm}2.9years$. Results: There were 15 cases of reoperation in 13 patients. Of these 15 cases, 13 cases were in the ascending aortic replacement group and 2 cases were in the total arch aortic replacement group. Late mortality occurred in 13 cases; 10 cases were in the ascending aortic replacement group and 3 cases were in the total arch aortic replacement group. Eight patients died of a distal aortic problem in the ascending aortic replacement group, and 1 patient died of distal aortic rupture in the total arch aortic replacement group. The follow-up CT angiogram showed that 69.8% of the ascending aortic replacement group and 35.7% of the total arch aortic replacement group developed distal aortic dilatation (p=0.0022). Conclusion: The total arch aortic replacement procedure developed fewer distal remnant aortic problems from dilatation than the ascending aortic replacement procedure in acute type I aortic dissections.

• 한국터널지하공간학회 논문집
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• 제6권2호
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• pp.171-182
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• 2004

사질토지반에서 2 Arch 터널을 굴착할 때에 중앙터널의 굴착규모와 인버트 폐합에 따른 중앙필러 및 터널 주변지반의 거동특성을 규명하기 위하여 모형실험을 수행하였다. 3개로 분리되어 수직이동이 가능한 가동판 위에 중앙필러와 모형라이닝을 설치하고 모형지반 조성 후에 가동판을 강하시켜서 중앙터널굴착을 표현하였고, 중앙터널굴착 후에 좌 우측 터널을 굴착하였으며 굴착이 완료된 2 Arch 터널 전체에 대한 가동판을 움직여서 2 Arch 터널굴착에 따른 하중전이 및 지반이완 형태는 물론 중앙필러에 작용하는 하중의 변화를 관찰하였다. 실험중에 가동판, 중앙필러 및 바닥판에 작용하는 이완하중 및 전이하중을 측정하였고, 모형터널의 내부와 지중 및 지표에 변위계를 설치하여 모형터널의 내공변위 및 지반의 변위를 측정하였다. 본 연구결과 시공순서와 라이닝의 기초부 구속조건에 따라 중앙필러가 부담하게 되는 하중의 변화를 확인하였고 2 Arch 터널굴착에 따른 하중전이 및 지반이완형태를 확인하였다.

• 한국지반공학회지:지반
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• 제8권4호
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• pp.31-40
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• 1992

고대 석조아치교량의 아치부분은 암석블릭이 서로 맞물려 있는 불연속면의 특성을 지니고 있다. 이러한 석조아치교량의 내하력을 평가하기 위해서는 역학적으로 취약한 불연속면을 고려하는 것이 요구되나 기존의 해석방법은 아치를 연속된 하나의 일체부재로 보고 해석하였으므로 불연속면의 특성이 고려되지 않았다. 따라서 본 논문에서는 유한요소해석을 이용하여 불연속면을 고려하고 불연속면의 전단강성과 마찰각이 석조아치교량의 내하력에 미치는 영향을 분석함으로써 석조아치교량을 평가하고자 하 였다. 연구결과 고대 석조아치교량의 내하력은 아치블럭을 형성하고 있는 암석 자체의 압축강도보다는 불연속면의 마찰각과 전단강성에 의하여 좌우되며 화강암 교량일 경우에는 전단강성이 더 큰 영향을 미치는 것을 알 수 있었으며 해석대상인 흥국사 홍교는 현재 3등교수준의 내하력을 갖고 있는 것으로 추정된다.

• Structural Engineering and Mechanics
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• 제59권3호
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• pp.387-401
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• 2016

This paper takes a half-through steel truss arch bridge as an example. A seismic analysis is conducted with nonlinear finite element method. Contrast models are established to discuss the effect of simplified method for main girder on the accuracy of the result. The influence of seismic wave direction and wave-passage on seismic behaviors are analysed as well as the superstructure and arch ring interaction which is mostly related with the supported bearings and wind resistant springs. In the end, the application of cable-sliding aseismic devices is discussed to put forward a layout principle. The main conclusions include: (1) The seismic response isn't too distinctive with the simplified method of main girder. Generally speaking, the grillage method is recommended. (2) Under seismic input from different directions, arch foot is usually the mostly dangerous section. (3) Vertical wave input and horizontal wave-passage greatly influence the seismic responses of arch ring, significantly increasing that of midspan. (4) The superstructure interaction has an obvious impact on the seismic performance. Half-through arch bridges with long spandrel columns fixed has a less response than those with short ones fixed. And a large stiffness of wind resistant spring makes the the seismic responses of arch ring larger. (5) A good isolation effectiveness for half-through arch bridge can be achieved by a reasonable arrangement of CSFABs.

• 대한인간공학회지
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• 제27권3호
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• pp.71-79
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• 2008

Walking shoes for walking and jogging have been used to enjoy lots of leisure time. Functional shoes such as walking shoes have special functions to improve body motility by changing of shoe shapes. The walking shoes could improve the motility by structural transformation of outsole as increase degrees of heel and toe. The study on insoles has not been conducted enough on the contrary of the study of outsole. The purpose of this study is to perform ergonomics analysis whether the Arch Supported insoles have an improving effect of muscle activities or not. Experiments were performed with 6 subjects who are health and haven't experienced any diseases past. EMG(Electromyography) and Foot Pressures were measured repeatedly for 5 seconds at 0 hour, after 1 hour and after 2 hours of walking. Insoles used for experiment are normal insole, insole inserted Arch Support and pad. The electrodes for EMG measurement were set on waist (erector spinae), and thigh (vastus lateralis), calf (gastrocnemius). Evaluations of EMG were analyzed by shift of MF (Median Frequency) and MPF (Mean Power Frequency). Foot Pressure was analyzed by mean pressure of feet and change of walking time. As results, Arch Support insole had larger frequency shift value than that of normal insole. Frequency shift between Arch Support insoles and normal insole showed significant difference on 95% confidence interval. And insole 1 has the highest value of frequency shift. For results of foot pressure, Arch Support insoles show continuous decreasing tendency when comparing with normal insoles by changing of times. Also, insole 1 has the highest decreasing value of foot pressure. Therefore, this study presented that the Arch Support insole can promote muscle activities and improves comfort for a prolonged walking.

• The Journal of Advanced Prosthodontics
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• 제7권6호
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• pp.460-467
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• 2015

PURPOSE. The aim of this study is to evaluate the appropriate impression technique by analyzing the superimposition of 3D digital model for evaluating accuracy of conventional impression technique and digital impression. MATERIALS AND METHODS. Twenty-four patients who had no periodontitis or temporomandibular joint disease were selected for analysis. As a reference model, digital impressions with a digital impression system were performed. As a test models, for conventional impression dual-arch and full-arch, impression techniques utilizing addition type polyvinylsiloxane for fabrication of cast were applied. 3D laser scanner is used for scanning the cast. Each 3 pairs for 25 STL datasets were imported into the inspection software. The three-dimensional differences were illustrated in a color-coded map. For three-dimensional quantitative analysis, 4 specified contact locations(buccal and lingual cusps of second premolar and molar) were established. For two-dimensional quantitative analysis, the sectioning from buccal cusp to lingual cusp of second premolar and molar were acquired depending on the tooth axis. RESULTS. In color-coded map, the biggest difference between intraoral scanning and dual-arch impression was seen (P<.05). In three-dimensional analysis, the biggest difference was seen between intraoral scanning and dual-arch impression and the smallest difference was seen between dual-arch and full-arch impression. CONCLUSION. The two- and three-dimensional deviations between intraoral scanner and dual-arch impression was bigger than full-arch and dual-arch impression (P<.05). The second premolar showed significantly bigger three-dimensional deviations than the second molar in the three-dimensional deviations (P>.05).

• 한국터널지하공간학회 논문집
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• 제11권1호
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• pp.97-105
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• 2009

3-Arch터널 시공초기인 1990년대 중반에 시공된 4개소의 3-Arch터널을 대상으로 열화발생여부를 조사하였으며, 그 결과 4개 터널 모두 중앙기둥측 상, 하선 아치부에서 발생형태가 유사한 종방향 균열이 조사되었다. 4개 터널 줄 3개소의 터널에서는 종방향 균열의 발생빈도가 높고 1개의 터널에서는 종방향 균열의 발생빈도가 낮아 이 2개군의 시공과정상 차이점을 분석하였으며 비파괴시험 및 정밀육안조사, 지반조건이 취약한 1개의 터널을 대상으로 안전성평가를 실시하여 이러한 열화들의 원인과 이에 따른 안전성여부를 판단하였다. 그 결과 안전성은 확보되었으며 중앙터널 기둥측 상, 하선아치부에 발생한 열화는 중앙터널굴착에 앞서 선시공되는 상, 하선 콘크리트라이닝의 철근배근불량과 이후의 시공단계인 중앙터널 굴착시의 영향이 큰 것으로 분석되었다.