• 산업기술연구
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• 제21권B호
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• pp.195-203
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• 2001

The purpose of this study is to estimate ultimate uplift capacity of permanent anchor which was cast into weathered rock. The ultimate uplift capacity was estimated from the load-displacement curve of four different anchors which have different bond length. The creep test was performed for 15minutes under the maximum load of each step in order to understand the load-transfer property of permanent anchor and to decide which anchor to choose. The destruction range of soil due to the changes in load was estimated by installing dial gauge on the ground which was cast into the weathered rock. Ultimately, the study on the behavior of the anchor case into the weathered rock was performed by comparing and analyzing the estimated result of the UUC obtained by the full scale pull out test in the field with the exsting theoretical and practical results of soil and rock anchor.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.395-396
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• 2023

The current building structural standards present design requirements for the vertical construction joint of a slurry wall when it is used as a permanent wall. This paper proposes design methods and considerations according to the requirements of the relevant standards.

• 대한소아치과학회지
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• 제44권1호
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• pp.116-121
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• 2017

상악 제2유구치의 부가치근은 드물게 관찰된다. 본 증례보고에서는 두 증례를 통해 상악 제2유구치의 부가치근과 하방 영구 계승치의 변위 및 회전이 연관되었을 가능성에 대해 논의하였다. 상악 제2유구치의 치관 형태를 관찰함으로써 부가치근의 존재 가능성을 의심할 수 있으며, 부가치근이 존재하는 경우 영구 계승치의 맹출 양상을 주의 깊게 관찰해야 할 필요가 있을 것으로 사료된다. 만약 소구치 치배가 비정상적인 맹출 양상을 보인다면 선행 유치의 조기 발거 및 공간유지가 보존적인 치료법이 될 수 있다.

• 한국지반공학회논문집
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• 제38권5호
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• pp.19-33
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• 2022

지진시 성토사면의 잔류변위 예측에 가장 많이 사용되는 방법은 Newmark변위법이다. Newmark변위법은 지진시 강체원호의 관성력에 의한 미끌어짐량을 산정하는 방법으로 한계상태평형이론에 근거하여 산정된다. 따라서, 원호의 미끌어짐이 발생하지 않는 항복가속도 이하의 지진이 발생하는 경우 잔류변위가 발생하지 않는다고 가정한다. Newmark 변위법은 최초 제안 이후 지진응답해석기법의 결과를 도입하는 방향으로 개선되었다. 본 논문에서는 방조제 예제 단면에 대해서 Newmark변위법의 적용방법과 비선형응답이력 해석을 통한 내진성능평가 결과의 차이를 살펴보았다. 검토 결과, 설계안전율이 큰 방조제 제체에서는 Newmark변위법에 의한 잔류변위는 거의 발생하지 않았다. 반면, 비선형 응답이력해석의 결과는 비교적 유의미한 잔류변위를 나타냄을 알 수 있었다.

• 대한치과보철학회지
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• 제37권2호
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• pp.200-211
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• 1999

For many years permanent soft denture liners has been widely used in dental practice directly or indirectly because of its function in absorbing and distributing the impact force. However, it reveals problems such as lack of permanency and decreased bond strength in long term use. The purpose of this study is to measure the bond strength and failure between denture base resin and several permanent liners. Lucitone 199 was used as denture base resin with soft acrylic liners (Triad, Tokuso Rebase) and silicone elastomers (Tokuyama, Ufi Gel C) bonded to measure the tensile strength before and after thermocycling. The thermocycling was done in 2000 cycles at $5^{\circ}C,\;26^{\circ}C\;and\;55^{\circ}C$ and the measured tensile strength values before and after thermocycling were compared. The mode of failure was investigated in the separated specimens. The results are as follows. 1. As to tensile strength, the strongest material is Tokuso Rebase followed by Triad, Tokuyama, Ufi Gel C in before thermocycling and the order of Triad, Tokuso Rebase, Tokuyama, Ufi Gel C in after thermocycling state. There was significant difference between the values of Triad, Tokuso Rebase and Tokuyama, Ufi Gel C(p<0.05). 2. As to degree of displacement, Ufi Gel C showed most displacement with or without thermo-cycling treatment and also the difference was significant with the other materials(p<0.05). 3. As to comparisons before and after thermocycling, Tokuso Rebase and Tokuyama showed significant difference in bond strength, whereas Triad and Tokuso Rebase showed significant difference in the degree of displacement(p<0.05). 4. In debonded specimens, Triad and Ufi Gel C showed adhesion failure and Tokuyama showed cohesion failure. Both failures were observed in Tokuso Rebase with adhesion failure up to 70%. The results of this study showed that degree of bond strength between permanent soft denture liner and denture base resin were variable. There was a significant difference between soft acrylics and silicone elastomers with regard to bond strength. Further research in improving bond strength of widely used silicone elastomers and in developing the method of measuring bond strength between denture base resin and the lining materials is needed.

• Imaging Science in Dentistry
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• 제46권4호
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• pp.251-258
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• 2016

Purpose: The aim of this study was to examine the radiographic features associated with impacted premaxillary supernumerary teeth, to determine the relationship between their characteristics and their effects on permanent incisors, and to investigate the types of orthodontic treatment that patients received after the extraction of impacted supernumerary teeth. Materials and Methods: The clinical records and radiographs of 193 patients whose impacted premaxillary supernumerary teeth were removed were retrospectively reviewed, and 241 impacted supernumerary teeth were examined. Cone-beam computed tomographic images and panoramic radiographs were examined to determine the number, location, sagittal position, orientation, and morphology of the supernumerary teeth. Their effects on permanent incisors and the orthodontic treatment received by patients after the extraction of the supernumeraries were also investigated. Results: Supernumerary teeth were most frequently observed in the central incisor region, in the palatal position, in the inverted orientation, and were most commonly conical in shape. The most common complication was median diastema, followed by displacement and delayed eruption of the adjacent incisors. Ten (71.4%) of the 14 odontomas showed delayed eruption of the adjacent incisors. Displacement of the incisors was more frequently observed in association with supernumerary teeth with tuberculate or supplemental shapes. Orthodontic traction was most frequently performed after the removal of odontomas. In 32 cases (13.3%), permanent incisors erupted after the orthodontic creation of sufficient space. Conclusion: Median diastema was most common complication. The delayed eruption of incisors was common in supernumerary teeth with a vertical orientation and an odontoma shape.

• 한국구조물진단유지관리공학회 논문집
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• 제10권5호
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• pp.87-98
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• 2006

본 연구는 풍화암에 근입된 영구 앵커의 극한인발력에 관한 연구를 수행하기 위하여 현장에서 실규모 인발시험을 실시한 실험 결과이다. 현장 실물 실험에서는 정착길이가 다른 4개의 앵커에 대한 하중-변위 곡선으로부터 극한인발력을 산정하였다. 또한, 앵커의 수용 여부를 결정하기 위해 단계별 최대하중에서 15분 동안의 크리프 시험을 실시하여 극한하중까지의 크리프치를 평가하였다. 그리고 풍화암에 근입된 영구 앵커의 파괴메카니즘을 규명하기 위해 지표면에 다이얼게이지를 설치하여 하중 변화에 따른 지반의 파괴 거동 범위를 측정하였다.

• 한국지반공학회논문집
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• 제35권4호
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• pp.15-26
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• 2019

지진에 대한 중력식 안벽의 안정성은 구조물의 허용변위를 기준으로 평가하며, 외력으로 발생하는 변위를 계산하기 위하여 Newmark 활동블록 이론에 기초한 변위 경험식 혹은 수치해석을 사용한다. 수치해석의 경우 복잡한 지형 및 구조물에 대한 정밀한 분석이 가능하나 적절한 입력변수 및 환경설정의 어려움으로 전문가가 아니면 신뢰성 있는 결과 도출에 한계가 있다. Newmark 법의 변위 경험식은 지진파만을 가지고 영구변위를 추정하기에 수치해석보다 간편하여 널리 사용되고 있다. 하지만 변위 경험식들은 구조물의 특성과 활동면에 대한 파라메터가 없으며, 강체로 가정된 활동면에서 흙의 비선형 거동과 구조물과의 상호작용을 고려하지 않았다. 따라서 중력식 안벽의 지진 안정성 평가를 위해서는 앞서 언급한 한계점을 보완하는 새로운 변위 경험식이 필요하다. 본 연구에서는 수치해석을 통해 구조물 뒷채움재의 응답특성을 분석하여 최적의 활동면 산정법을 제시하고자 하였다. 이를 위해 유한요소해석을 수행하여 다양한 지진파에 따른 응답특성과 응력-변형률 관계를 분석하였다. 그 결과 뒷채움재의 응답특성과 활동면은 입력 지진파에 따라 달라지는 것으로 나타났다.

• Smart Structures and Systems
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• 제8권2호
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• pp.173-190
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• 2011

As a practical and effective seismic resisting technology, the base isolation system has seen extensive applications in buildings and bridges. However, a few problems associated with conventional lead-rubber bearings have been identified after historical strong earthquakes, e.g., excessive permanent deformations of bearings and potential unseating of bridge decks. Recently the applications of shape memory alloys (SMA) have received growing interest in the area of seismic response mitigation. As a result, a variety of SMA-based base isolators have been developed. These novel isolators often lead to minimal permanent deformations due to the self-centering feature of SMA materials. However, a rational design approach is still missing because of the fact that conventional design method cannot be directly applied to these novel devices. In light of this limitation, a displacement-based design approach for highway bridges with SMA isolators is proposed in this paper. Nonlinear response spectra, derived from typical hysteretic models for SMA, are employed in the design procedure. SMA isolators and bridge piers are designed according to the prescribed performance objectives. A prototype reinforced concrete (RC) highway bridge is designed using the proposed design approach. Nonlinear dynamic analyses for different seismic intensity levels are carried out using a computer program called "OpenSees". The efficacy of the displacement-based design approach is validated by numerical simulations. Results indicate that a properly designed RC highway bridge with novel SMA isolators may achieve minor damage and minimal residual deformations under frequent and rare earthquakes. Nonlinear static analysis is also carried out to investigate the failure mechanism and the self-centering ability of the designed highway bridge.

• 한국정밀공학회지
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• 제15권11호
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• pp.199-207
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• 1998

This paper presents the design and the control of three degree-of-freedom(DOF) fine positioning device based on an electro-magnetic force. The device is designed by use of a magnetic circuit theory and it is capable of fine motion due to the electro-magnetic force. The device consists of permanent magnets, yokes and coils. The magnetic fluxes generated from the permanent magnets constitute magnetic paths through steel, whereas the coils are arranged into the gap between two surfaces of the yokes. Therefore, by supplying current to the coils, the coils are capable of some motions due to Lorentz forces. For the optimal design of the actuating system, the system parameters are defined and investigated under the given constraints. From the system modeling in small displacement, three decoupled equations of motion are obtained. To get better performance of the system, a PID controller is implemented. Experimental results are presented in terms of time response and accuracy.