• Journal of Chest Surgery
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• 제12권2호
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• pp.135-139
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• 1979

Interruption of the aortic arch may be defined as discontinuity of the aortic arch in which either an aortic branch vessel or a patent ductus arteriosus supplies the descending aorta. This uncommon lesion was described first by Raphe Steidele in 1778 and was later classified into 3 types by Celoria and Patton. This anomaly rarely occurs as an isolated anomaly. Most commonly, a ventricular septal defect, patent ductus arteriosus, and abnormal arrangement of the brachiocephalic arteries occurs together with arch anomaly. Rarely, more complex anomaly, such as transposition of the great vessel, or single ventricle, is coexistent. We present the case of an 6 year-old boy with D-transposition of great vessel single ventricle, patent ductus arteriosus and patent foramen ovale with interruption of the aortic arch (Type A).

• 한국산업융합학회 논문집
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• 제13권3호
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• pp.161-168
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• 2010

Recently, bridges have been momenttous as not only regarding function but also concerning aesthetics. However, when beauty is considered in the bridge, it is also essential that stability and economics be considered. Besides, when considering stability, an arch bridge is one of the most stable structures. The most important element is a rise ratio when regarding beauty and economics of arch bridges. The effect of dead load and DB24 load have been considered to decide proper rise ratio. Therefore, in this study, examined the value of moment, displacement and member forces, in the variation of the rise ratio of arch bridges. The most optimum shape of Nielsen arch bridges has determined by analyzing member forces, moments and displacement with parameters of rise ratio and angle of vertical members. By comparison between values, the hanger types have been also considered to derive the optimum shape of Nielsen arch bridge.

• 공학논문집
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• 제2권1호
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• pp.125-131
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• 1997

유리용해로의 축열실은 폐연소가스로 열을저장하며, 유리용해로에 유입되는 흡입공기를 예열시키는 역할을 한다. 유리용해산업에서 연료소비를 줄이기 위하여 절연법, 단열벽돌, 공기누출등이 오래 연구되었다. 또한 새로운 형태의 단열벽돌과 Rider arch가 유리용해로의 수명연장을 위하여 연구되고 있다. 본 연구는 연구대상공장의 이전설치시 유리용해로의 축열실이 5.64m에서 7.89m로 높이가 높아졌고 이에 따른 축열실 하중증가에 의하여 Rider arch가 더 높은 응력을 받게 되었다. 이런 조건에서 Rider arch의 기계적 안정성을 본 연구에서 검토하였다. 계산식에 의하면 하중증가에 따른 Rider arch의 응력은 안정한 것으로 평가되었고 Rider arch가 견딜수 있는 최대 압축응력은 163kg/$cm^2$이고, 최대전단응력은 6.37kg/$cm^2$이다.

• 복식문화연구
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• 제24권3호
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• pp.315-323
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• 2016

The present study is intended to study sole types necessary for shoe designs for elementary school students that are in age groups in growth periods, and 3D midsole design utilizing 3D printing technology. This study analyzed data from the 3D measurement of the feet of 1,227 elementary school students aged 7-13 years residing in the capital region conducted as part of the 6th Anthropometry of Size Korea. In addition, 3D midsoles by sole type were designed utilizing a Rhino CAD, and midsole prototypes were output utilizing a Zortrax-M200 3D Printer. Through a cluster analysis of sole shapes by type, sole shapes were classified into three types. Type 1 has small values of foot lengths and foot breadths, with large toe 1 angles and high arch heights. Type 2 has intermediate values of foot lengths and foot breadths, with small toe 1 angles and high arch heights. Type 3 has large values of foot lengths and foot breadths with small toe 1 angles and low arch heights. On reviewing the results of design of 3D midsoles by sole type, it can be seen that the midsoles were designed according to characteristics by sole type. The results of the sole type analysis in the present study are expected to be meaningful as basic data for the development of shoe insoles for elementary school students.

• 한국공간구조학회논문집
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• 제18권3호
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• pp.45-55
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• 2018

The arched stone bridge has been continuously deteriorated and damaged by the weathering and corrosion over time, and also natural disaster such as earthquake has added the damage. However, masonry stone bridge has the behavior characteristics as discontinuum structure and is very vulnerable to lateral load such as earthquake. So, it is necessary to analyze the dynamic behavior characteristics according to various design variables of arched stone bridge under seismic loads. To this end, the arched stone bridge can be classified according to arch types, and then the discrete element method is applied for the structural modelling and analysis. In addition, seismic loads according to return periods are generated and the dynamic analysis considering the discontinuity characteristics is carried out. Finally, the dynamic behavior characteristics are evaluated through the structural safety estimation for slip condition.

• Computers and Concrete
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• 제22권1호
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• pp.101-116
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• 2018

As one of the most important engineering structures, arch dams are huge constructions built with human hands and have strategical importance. Because of the fact that long construction duration, water supply, financial reasons, major loss of life and material since failure etc., the design of arch dams is very important problem and should be done by expert engineers to determine the structural behavior more accurately. Finite element analyses and non-destructive experimental measurements can be used to investigate the structural response, but there are some difficulties such as spending a long time while modelling, analysis and in-situ testing. Therefore, it is more useful to conduct the research on the laboratory conditions and to transform the obtained results into real constructions. Within the scope of this study, it is aimed to determine the structural behavior of arch dams considering experimentally validated prototype laboratory model using similitude and scaling laws. Type-1 arch dam, which is one of five arch dam types suggested at the "Arch Dams" Symposium in England in 1968 is selected as reference prototype model. The dam is built considering dam-reservoir-foundation interaction and ambient vibration tests are performed to validate the finite element results such as dynamic characteristics, displacements, principal stresses and strains. These results are considered as reference parameters and used to determine the real arch dam response with different scales factors such as 335, 400, 416.67 and 450. These values are selected by considering previously examined dam projects. Arch heights are calculated as 201 m, 240 m, 250 m and 270 m, respectively. The structural response is investigated between the model and prototype by using similarity requirements, field equations, scaling laws etc. To validate these results, finite element models are enlarged in the same scales and analyses are repeated to obtain the dynamic characteristics, displacements, principal stresses and strains. At the end of the study, it is seen that there is a good agreement between all results obtained by similarity requirements with scaling laws and enlarged finite element models.

• 대한두개안면성형외과학회지
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• 제23권3호
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• pp.111-118
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• 2022

Background: Although the zygomatic arch is an important structure determining facial prominence and width, no consensus exists regarding the classification of isolated zygomatic arch fractures, and the literature on this topic is scarce. To date, five papers have subdivided zygomatic arch fractures; however, only one of those proposed classifications includes the injury vector, although the injury vector is one of the most important factors to consider in fracture cases. Furthermore, the only classification that does include the injury vector is too complicated to be suitable for daily practice. In addition, the existing classifications are clinically limited because they do not consider greenstick fractures, nondisplaced fractures, or coronoid impingement. In the present study, we present a rearrangement of the previously published classifications and propose a modified classification of isolated zygomatic arch fractures that maximizes the advantages and overcomes the disadvantages of previous classification systems. Methods: The classification criteria for isolated zygomatic arch fractures described in five previous studies were analyzed, rearranged, and supplemented to generate a modified classification. The medical records, radiographs, and facial bone computed tomography findings of 134 patients with isolated zygomatic arch fractures who visited our hospital between January 2010 and December 2019 were also retrospectively analyzed. Results: We analyzed major classification criteria (displacement, the force vector of the injury, V-shaped fracture, and coronoid impingement) for isolated zygomatic arch fracture from the five previous studies and developed a modified classification by subdividing zygomatic arch fractures. We applied the modified classification to cases of isolated zygomatic arch fracture at our hospital. The surgery rate and injury severity differed significantly from fracture types I to VI. Conclusion: Using our modified classification, we could determine that both the injury force and the injury vector meaningfully influenced the surgery rate and the severity of the injuries.

• 한국공간구조학회논문집
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• 제18권1호
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• pp.55-65
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• 2018

In order to reduce the seismic response of the spatial structure, a seismic isolation system with sufficient flexibility is used. The natural period of structure with seismic isolation system got be long to avoid prominent period. In this study, The seismic response of the truss-arch structure, which is modeled in three types according to the rise-span ratio is analyzed on El-centro, Northridge and Artificial Earthquake and compared with the seismic response of the truss-arch structure with lead rubber bearing(LRB). When seismic load is applied to the truss arch with isolation system, the horizontal acceleration response of the truss arch is reduced and vertical seismic response is also reduced. The application of the seismic isolation system is effective in controlling the seismic response.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2008년도 정기 학술대회
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• pp.276-281
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• 2008

Glass-fiber reinforced polyester(GFRP) composite material is a promising alternative to existing construction materials such as steel, concrete and wood. One of passible applications of GFRP composite material is to build temporary bridges by assembling GFRP composite decks. In this paper, we develop a system of temporary arch bridges that can be built by easy assembling of GFRP composite decks. For this purpose, several types of temporary arch bridges are suggested and verified by FE analysis.

• 대한치과교정학회지
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• 제26권1호
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• pp.17-32
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• 1996

여러가지 교정장치 중에서 고정성 장치는 개개치아의 이동에 있어 가장 효과적으로 사용되는 장치이므로 그 작용기전과 역학적 관계를 이해하는 것이 중요하다. 고정성 장치의 탄선형태는 크게 continuous arch, segmented arch, sectional arch로 나누어 볼수있는데, segmented arch나 sectional arch는 힘의 작용점이 단순하고 interbracket distance도 길어 술자 임의대로 force system 조절이 가능한 반면 continuous arch에 서는 bracket geometry가 다양하고, interbracket distance가 좁아 force system의 조절이나 그 역학적 분석이 어려운게 사실이다. 저자는 공학에서의 3 dimensional elastic beam이 continuous arch의 형태와 유사한 점에 착안하여 continuous arch 의 force system을 분석하고자 하였으며, 이를 위해 다양한 형상을 갖는 3개의 bracket geometry를 표본형상으로 설정하고 기울기, 변위 및 interbracket distance에 따른 힘과 moment의 변화양상을 분석하고, 저자가 임의로 제작한 불규칙한 치아배열을 갖는 3차원 모형을 일례로하여 0.016 NiTi archwire를 bracket내에 삽입했을 때 발생되는 초기 힘과 moment를 분석 비교해본 결과 다음과 같은 결론을 얻었다. 1. Bracket의 변위 또는 기울기에 따라 나타나는 힘의 양상이 선형 대칭적인 비례관계를 보였다. 2. Interbracket distance에 따라 나타나는 힘의 양상은 비선형 대칭적인 반비례관계를 보였다. 3. 3차원 모형에서 bracket 형상이 비교적 단순한 부위에서는 표본형상과 비교분석이 가능했지만 인접치의 형상이 복잡한 부위에서는 표본형상의 예측량보다 힘이 크게 발생 되었다.나타나지 않았다. 하악의 arch length discrepancy는 하악 절치의 MD/FL index와, 상악의 arch length discrepancy는 측절치의 MD/FL index에서 상관관계를 나타내었다. 4. 정상군과 밀집군의 각 계측항목의 t-검정 결과 하악의 arch length discrepancy, overbite에서만 유의차를 나타내었다. 검사에서 Plaque Index(p<0.01)와 Gingival Index(p<0.001)가 상당히 낮은것으로 나타났다. 겔형 불화주석군에서 한 증례는 미미한 치관착색을, 두 증례는 보통정도의 치관착색을 보였다. 치아탈회 연구에서는 겔형 불화주석군과 불화나트륨 양치액군이 치료후 치아탈회값에서 치료전 치아탈회값을 뺀 치아탈회값이 대조군에 비해 구강전체및 제1대구치에서 현저하게 낮은 값(p<0.05)을 보였다. 비록 겔형 불화주석군이 불화나트륨 양치액군보다 일관되게 낮은 치아탈회값을 보였을지라도 통계적으로 그 차이는 단지 유의성을 보이는 정도였다.는 골기질의 주성분인 type I 교원질의 합성을 선택적으로 억제하는 기능과 alkaline phosphatase의 활성을 크게 증가시키지 못한 점 등으로 미루어 볼 때, 골개조를 억제하는 방향으로 작용한다고 볼 수 있으며, 교정치료 과정중 골개조를 억제하는 부위에서 사용을 시도해 볼 수 있겠다.>신뢰구간은 상악에서 정상교합군은 $79.5-81.0\%$, 비발치군은 $81.6-84.9\%$, 발치군은 $70.1-72.2\%$로 나타났으며, 하악에서 정상교합군은 $79.8-82.2\%$, 비발치군은 $82.1-85.5\%$, 발치군은 $73.1-75.1\%$로 나타났다. 7. 최대치아근원심폭경합, 기저악궁폭경, 기저악궁장경, 최대치아근원심폭경 합에 대한