• 천문학논총
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• 제35권3호
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• pp.43-57
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• 2020

Hong, Dae-Yong manufactured the Tongcheon-ui (Pan-celestial Armillary Sphere) with cooperating clock researcher Na, Kyeong-Jeok, and its craftsman An, Cheo-In, in Naju of Jeolla Province in 1760 ~ 1762. Tongcheon-ui is a kind of astronomical clock with an armillary sphere which is rotated by the force generated by a lantern clock's weight. In our study, we examine the lantern clock model of Tongcheon-ui through its description of the articles written by Hong himself. As his description, however, did not explain the detail of the mechanical process of the lantern clock, we investigate the remains of lantern clocks in the possession of Korea University Museum and Seoul National University Museum. Comparing with the clocks of these museums, we designed the lantern clock model of Tongcheon-ui which measures 115 mm (L) × 115 mm (W) × 307 mm (H). This model has used the structure of the striking train imitated from the Korea University Museum artifact and is also regulated by a foliot escapement which is connected to a going train for timekeeping. The orientation of the rotation of the going train and the striking train of our model makes a difference with the remains of both university museums. That is, on the rotation axis of the first gear set of Tongcheon-ui's lantern clock, the going and the striking trains take on a counterclockwise and clockwise direction, respectively. The weight of 6.4 kg makes a force driving these two trains to stick to the pulley on the twine pulling across two spike gears corresponding to the going train and the striking train. This weight below the pulley may travel down about 560 mm per day. We conclude that the mechanical system of Tongcheon-ui's lantern clock is slightly different from the Japanese style.

• Advances in concrete construction
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• 제14권5호
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• pp.299-307
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• 2022

Cement-based matrixes have low tensile strength and negligible ductility. Adding fibres to these matrixes will improve their mechanical properties and make these composites suitable for structural applications. Post-cracking tensile strength of steel fibers-reinforced cementitious composite materials is directly related to the number of transverse fibers passing through the crack width and the pulling-out behavior of each of the fibers. Therefore, the exact recognition of the pullout behavior of single fibers is necessary to understand the uniaxial tensile and bending behavior of steel fiber-reinforced concrete. In this paper, an experimental study has been carried out on the pullout behavior of 3D (steel fibers with totally two hooks at both ends), 4D (steel fibers with a total of four hooks at both ends), and 5D (steel fibers with totally six hooks at both ends) in which the fibers have been located either perpendicular to the crack width or in an inclined manner. The pullout behavior of the mentioned steel fibers at an inclination angle of 0, 15, 30, 45, and 60 degrees and with embedded lengths of 10, 15, 20, 25, and 30 millimetres is studied in order to explore the simultaneous effect of the inclination angle of the fibers relative to the alongside loading and the embedded length of fibers on the pullout response in each case, including the maximal pullout force, the slip of the maximum point of pullout force, pullout energy, fiber rupture, and concrete matrix spalling. The results showed that the maximum pullout energy in 3D, 4D, and 5D steel fibers with different embedded lengths occurs at 0 to 30° inclination angles. In 5D fibers, maximum pullout energy occurs at a 30° angle with a 25 mm embedded length.

• 한국구조물진단유지관리공학회 논문집
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• 제8권4호
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• pp.165-174
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• 2004

본 연구에서는 고속철도 ${\bigcirc}{\bigcirc}$역사 공사구간 중 굴착구간에 인접하여 하천이 위치하고 공사구간 좌측에는 항상 만수위 상태의 저수지가 있어 지반 굴착시 지하 5m 깊이에서 지하수위가 존재하는 구간에 설치된 부력앵커의 수평재하시험에 관한 연구이다. 따라서 본 연구에서는 지하수위 면이 발생하는 구간에 설치된 부력앵커의 현장 수평재하시험을 통해 영구적으로 지하수위에 의해 부력을 받는 구조물의 장기적인 안정성을 평가하고자 한다. 이를 위해 고강도 강봉이나 강연선을 사용, 지반과의 마찰력을 이용하여 부력에 저항하는 방법으로 충분한 인발력을 확보할 수 있는 Bar Type 앵커를 사용하였다. 고속철도의 제동과 가속에 의해 수평력을 받는 지하구조물 바닥 슬래브에 부력방지용 앵커를 설치하였다. 이로 인해 Bar Type 부력앵커에 발생되는 거동특성을 파악하기 위해 수평재하시험을 실시하여 고속철도의 주, 정차시 열차의 급제동및 출발에 의해 발생되는 수평력에 대한 부력앵커의 거동특성을 파악하고자 하였다.

• 한국지반공학회논문집
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• 제33권12호
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• pp.107-113
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• 2017

PHC-W 흙막이를 건축영구벽체로 활용하기 위해서 전단연결재를 이용하여 PHC-W말뚝과 증설벽체를 일체화 시켜야 한다. 전단연결재의 인발 거동은 2가지 인발 거동 유형으로 나타났다. 첫 번째 인발 거동 유형은 최대 인발저항력에 도달한 이후 정착부가 파괴되어 전단연결재가 정착부위에서 뽑혀 나오는 인발변위 거동을 나타내었다. 두 번째 인발거동 유형은 최대인발저항력에 도달한 이후에도 정착부가 파괴되지 않고 인발변위가 점진적으로 증가하는 거동을 나타내었다. 최대 인발저항력은 강재 앵커 전단연결재가 이형 철근 전단연결재보다 크게 나타났다. 동일 재료의 전단 연결재에서는 직경이 클수록 그리고 정착 길이가 길수록 최대 인발저항력은 큰 값을 나타내었다. 최대인발력에 상응하는 인발변위는 재료, 직경 및 정착길이에 상관없이 다양한 범위를 나타내었다. 즉 A-D20 전단연결재의 경우 8~10mm이었으며 A-D16, D-D19 그리고 D-D16 전단연결재의 경우 14~20mm이었는데 정착길이가 50, 80mm에서는 6~10mm로 나타났다.

• 한국산학기술학회논문지
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• 제19권11호
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• pp.750-757
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• 2018

보강토교대는 보강토옹벽을 교대로 활용하는 토류구조물로써, 보강토체의 변형을 억제하기 위해, 마찰성능이 우수한 채움재와 비신장성 금속 보강재를 사용하고 있다. 본 연구에서는 보강토교대에 주로 사용되는 비신장성 금속 보강재에 대한 인발거동을 분석하기 위하여, 보강토교대 채움재의 강성 및 입도분포와 보강재의 간격에 따른 인발거동을 검토하였다. 매개분석을 통한 분석결과, 보강토체의 인발력은 최상단 보강재에 가장 크게 작용하였고, 보강토교대의 채움재의 특성과 보강재의 수평간격도 보강토의 인발저항에 큰 영향을 미치는 것으로 나타났다. 채움재의 내부마찰각은 최소 25도 이상, 균등계수는 4 이상의 사질토 그리고 최상단 보강재의 수평간격은 25cm 이하로 배치해야만 설계기준에 제시된 최소 인발 안전율을 만족하였다. 따라서, 보강토체의 인발저항성능을 확보하기 위해서는 채움재의 특성을 면밀하게 고려하여 설계를 수행하여야 하며, 채움재의 특성뿐만 아니라 하중조건을 고려하여 보강재의 배치도 적절하게 하여야 할 것이다. 시공시에는 설계시 고려한 채움재의 강성과 입도분포에 대한 철저한 품질 및 시공 관리가 필요할 것이다.

• 디지털융복합연구
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• 제12권1호
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• pp.519-524
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• 2014

본 연구는 빗방울 렌더링에 관한 연구이다. 기존 게임에서 빗방울을 렌더링하는 경우에는 스프라이트 이미지를 이용하거나 대략적으로 빗방울이 맺힌 텍스처를 이용한다. 이 방법은 모든 빗방울이 비슷한 모양과 크기로 렌더링되기 때문에 플레이어들에게 실제감을 제공하기에는 한계가 있다. 이 한계를 개선하기 위해 본 논문에서는 빗방울이 물체와 접촉했을 때 표면 장력을 고려한 빗방울 생성 방법을 제안하고 이를 Unity3D 엔진을 이용하여 구현한다. 본 논문의 유용성을 보여주기 위해, 표면 장력 수식의 요소인 면적과 당기는 힘의 변화에 따른 빗방울 생성을 보여준다. 본 논문은 빗방울을 게임에서 렌더링 하는 경우 실제감 있는 게임 제작에 도움을 줄 수 있다.

• Earthquakes and Structures
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• 제8권5호
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• pp.1255-1276
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• 2015

The importance of considering soil-structure interaction effect in the analysis and design of RC frame buildings is increasingly recognized but still not penetrated to the grass root level owing to various complexities involved. It is well established fact that the soil-structure interaction effect considerably influence the design of multi-storey buildings subjected to lateral seismic loads. The shear walls are often provided in such buildings to increase the lateral stability to resist seismic lateral loads. In the present work, the linear soil-structure analysis of a G+5 storey RC shear wall building frame resting on isolated column footings and supported by deformable soil is presented. The finite element modelling and analysis is carried out using ANSYS software under normal loads as well as under seismic loads. Various load combinations are considered as per IS-1893 (Part-1):2002. The interaction analysis is carried out with and without shear wall to investigate the effect of inclusion of shear wall on the total and differential settlements in the footings due to deformations in the soil mass. The frame and soil mass both are considered to behave in linear elastic manner. It is observed that the soil-structure interaction effect causes significant total and differential settlements in the footings. Maximum total settlement in footings occurs under vertical loads and inner footings settle more than outer footings creating a saucer shaped settlement profile of the footings. Each combination of seismic loads causes maximum differential settlement in one or more footings. Presence of shear wall decreases pulling/pushing effect of seismic forces on footings resulting in more stability to the structures.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제46권2호
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• pp.108-115
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• 2020

Objectives: Kinesiology tape (KT) creates a pulling force on the skin, thus improving blood and lymph flow by alleviating hemorrhage and congestion of lymphatic fluid. The authors hypothesized that the use of KT could be beneficial for the management of complications after head and neck surgery and designed this study to evaluate the effects of KT on swelling, pain, and trismus after enucleation of mandibular dentigerous cysts with third molar extraction. Materials and Methods: Forty patients who underwent enucleation of a dentigerous cyst with extraction of the mandibular third molar were selected. The patients were randomized into two groups (n=20 each): a KT group, where KT was applied after surgery in addition to basic postoperative care, and a control group, where patients received basic postoperative care without KT application. Swelling, pain, and trismus were evaluated before surgery (T0) and on postoperative days 1 (T1), 2 (T2), and 3 (T3). Cyst volume, gauze weight for assessing bleeding, and operation time were recorded. Results: There was a significant difference between the two groups in the change in swelling up to T1 and the change in swelling between T1 and T2. The maximum swelling in the KT group was significantly less than that in the No-KT group and maximum swelling appeared faster in the KT group than in the No-KT group. Both groups showed a mild pain response but there was no significant difference between the two groups. There was no significant difference on interincisal distance change between the two groups. There were no correlations between cyst volume, bleeding, operation time, and maximum swelling. Conclusion: KT can effectively manage facial swelling after oral and maxillofacial surgeries such as cyst enucleation and third molar extraction, thus improving postoperative patient satisfaction levels and quality of life.

• 대한치과보철학회지
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• 제46권6호
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• pp.553-560
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• 2008

STATEMENT OF PROBLEM: Proximal contact plays an important role in the stability and maintenance of the integrity of the dental arches. However, it is difficult to evaluate quantitatively the tightness of proximal tooth contact (TPTC). PURPOSE: The aim of this study was to measure the TPTC in permanent dentition. MATERIAL AND METHODS: Ten young adult volunteers with healthy dentition participated in this experiment. The TPTC between the teeth of both the maxilla and the mandible was measured at rest state by a novel device which records the TPTC by pulling of a stainless steel strip (0.03 mm thick) using the electric motor. One-way ANOVA test was used to compare the values in all measured area. When a statistically significant difference was calculated, Bonferroni correction was applied. Independent samples t-test was used to compare the values in male and female. RESULTS: The lowest TPTC and the highest TPTC was measured between the lower central incisors (0.87 ${\pm}$ 0.20 N), and between the lower left first molar and second molar (1.99 ${\pm}$ 0.68 N), respectively. All TPTC per quadrant demonstrated a similar pattern of a continuous increased gradient in an anterior-posterior direction. There are no significant difference between the maxilla and mandible. CONCLUSION: The TPTC was measured quantitatively by a novel device and decreased progressively in a posterior-anterior direction.

• Structural Engineering and Mechanics
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• 제12권6호
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• pp.657-668
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• 2001

Fiber reinforced cementitious composites are nowadays widely applied in civil engineering. The postcracking performance of this material depends on the interaction between a steel fiber, which is obliquely across a crack, and its surrounding matrix. While the partly debonded steel fiber is subjected to pulling out from the matrix and simultaneously subjected to transverse force, it may be modelled as a Bernoulli-Euler beam partly supported on an elastic foundation with non-linearly varying modulus. The fiber bridging the crack may be cut into two parts to simplify the problem (Leung and Li 1992). To obtain the transverse displacement at the cut end of the fiber (Fig. 1), it is convenient to directly solve the corresponding differential equation. At the first glance, it is a classical beam on foundation problem. However, the differential equation is not analytically solvable due to the non-linear distribution of the foundation stiffness. Moreover, since the second order deformation effect is included, the boundary conditions become complex and hence conventional numerical tools such as the spline or difference methods may not be sufficient. In this study, moment equilibrium is the basis for formulation of the fundamental differential equation for the beam (Timoshenko 1956). For the cantilever part of the beam, direct integration is performed. For the non-linearly supported part, a transformation is carried out to reduce the higher order differential equation into one order simultaneous equations. The Runge-Kutta technique is employed for the solution within the boundary domain. Finally, multi-dimensional optimization approaches are carefully tested and applied to find the boundary values that are of interest. The numerical solution procedure is demonstrated to be stable and convergent.