• Journal of Dental Rehabilitation and Applied Science
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• v.27 no.2
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• pp.175-184
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• 2011

With a development of implant restoration technique, there are increasing use of computer-guided system for edentulous patients. It was carried out simulated operation based on CT information about patient's bone quantity, quality and anatomical landmark. However, there are some difference between the programmed implant and post-operative implant about it's position. If the deviation was severe, it could happen a failure of 'passive fit' and not suited for path of implant restoration. The aim of this presentation is to evaluate about a degree of deviations between programmed implant and post-operative implant. Five patients treated by 'NobelGuide' system (Nobel Biocare AB, G$\ddot{o}$teborg, Sweden) in Department of Prosthodontics, Inha University were included in this study. The patients were performed CT radiograph taking and intra-oral impression taking at pre-operation. Based on CT images and study model, surgical stent was produced by NobelBiocareTM. To fabricated a pre-operative study model, after connected lab analog to surgical template, accomplished a pre-operative model using type 4 dental stone. At final impression, a post-operative study model was fabricated in the conventional procedures. Each study model was performed CT radiograph taking. Based on CT images, each implant was simulated in three dimensional position using $Procera^{(R)}$ software (Procera Software Clinical Design Premium, version 1.5; Nobel Biocare AB). In 3D simulated model, length and angulation between each implant of both pre- and post-operative implants were measured and recorded about linear and angular deviation between pre-and post-operative implants. A total of 24 implants were included in this study and 58 inter-implant sites between each implant were measured about linear and angular deviations. In the linear deviation a mean deviation of 0.41 mm (range 0~1.7 mm) was reported. In the angular deviation, a mean deviation was $1.99^{\circ}$ (range $0^{\circ}{\sim}6.7^{\circ}$). It appears that the both linear and angular mean deviation value were well acceptable to application of computer-guided implant system.

• Bulletin of the Korean Space Science Society
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• 2003.10a
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• pp.30-30
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• 2003

GPS와 VLBI와 같은 우주측지 기술을 이용한 정밀 측위는 수 mn 정밀도의 관측소 좌표결정과 1 mm/year 정도의 고정밀 속도결정에 이용된다. 이를 위해서는 여러 가지 오차 요인들과 다양한 물리적 현상에 대한 모델링이 이루어져야 한다. 그 중의 하나가 해수 하중(ocean loading)에 의한 수직방향의 지각변위이다. 특히 한반도의 서해안은 복잡한 리아스식 해안으로 이루어져 있고, 조수간만의 차이가 크기 때문에 현존하는 모델의 정확도가 떨어진다. KVN(Korean VLBI Network)사업에서 추진하는 3기의 VLBI 중 2기가 서울과 제주도에 설치될 계획이므로, 해수하중에 의한 지각변위에 관한 연구가 선행되어야 한다. 또한 국내 GPS상시관측소의 많은 수가 서해안 지역에 설치되어 있다. 본 연구에서는 서해안 지역의 해수하중에 의한 수직방향의 지각변위를 GPS로 관측하고 이를 서해안 해수조류 모델의 정밀도를 향상시키는데 필요한 기초연구를 수행하였다. 서해안의 4개 GPS 관측소 위치에서의 해수하중에 의한 지각변위를 계산해본 결과 인천 지역에는 3 cm에 육박하는 지각변위가 수직으로 발생함을 알 수 있었다. 같은 크기와 위상의 지각변위 진폭을 GPS로 검출하기 위한 여러 가지 오차 보정과 GIPSY를 이용한 고정밀 키네마틱 GPS 자료처리에 대하여 상세히 소개한다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2011.11a
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• pp.131-132
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• 2011

폐색 영역의 발생은 스테레오 영상에서 발생하는 어려운 문제이다. 본 논문에서는 폐색 영역을 처리함으로 스테레오 영상에서의 변위 지도를 향상 시키는 방법에 대해서 제안한다. 변위 지도 향상을 위해서 우선 초기의 변위 지도를 생성한다. 폐색 영역은 이미 얻은 스테레오 변위 지도로부터 유일성 제약사항(Uniqueness constraint)에 의해서 계산된다. 계산된 폐색 영역은 두 가지 유형으로 분류가 되고, 이들에 각각에 적합한 폐색 영역 처리 방법이 적용된다. 주변 정보에 기반한 제안하는 방법은 보이는 영역에서의 변위 값을 폐색 영역에 위치한 화소로 확장한다. 실험 결과는 제안하는 방법이 폐색 영역에서의 잘못된 변위 값들을 보정 하여 변위 지도의 성능이 향상되었음을 보여준다.

• Journal of Platform Technology
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• v.12 no.1
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• pp.44-54
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• 2024

The existing indoor positioning methods using beacons or tags suffer from issues such as occasional undetection or increased errors due to noise. In this paper, we propose a method for determining the indoor position of a robot using the distance and, the angle between the direction of a target object whose position is known and the direction in which the robot views the target object from the front. The method proposed in this paper utilizes a depth camera to measure distance and calculate angles. Distance is measured using depth information captured by the camera, while angles are determined using images captured by the camera to determine the orientation of the target object. The proposed method calculates coordinate displacements using distance and angle. And then the method determines the position of the mobile robot using these displacements and the coordinates of the target object. To show the applicability of the proposed method for indoor positioning, we conducted experimental implementation and compared measured displacements. The results showed errors within 50mm, but considering the size of the mobile robot, it is judged that the method proposed in this paper can be sufficiently used for indoor positioning.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.23 no.12
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• pp.115-126
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• 2009

Many electric poles in the softground have been collapsed due to external load such as typhoon wind load. In this study, the location, numbers and depths of acnchor blocks as well as depth of poles were varied to find horizontal displacement of poles through pull-out tests. The 10 types of tests were performed, and lateral displacements showed differences depending on location, numbers and depth of poles. The bending is generated in the upper part at the initial load, but it moved to central part as load increased. The maximum horizontal displacement decreased to 1/1.6 at -0.5[m] depth of anchor block and 1.3[m] additional laying depth of poles into ground. Two anchor blocks of poles are better than one acnchor block system, but one anchor block system is recommended because difference of displacement is not too large, and constructibilty is bad due to increase of excavation for anchor blocks.

• Journal of the Korean Geosynthetics Society
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• v.16 no.1
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• pp.1-8
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• 2017

Displacement of dams by various instrumentations has been monitored for its safety management and analyzing the behavior after a dam collapse accident. However, unknown displacement of dam has frequently been occurred and it's difficult to analyze behavior of dams more accurately. In this study, improvement of reliabilities for displacement of dams measured by a total station was suggested by calibrating the monitoring system. The position of total station was initially measured through 2-3 given points and the coordinate of the total station was considered as an absolute value. Also, base horizontal and vertical angles had not been considered even if they are important factors when displacement was estimated. In this study, location of the total station and variations of base horizontal and vertical angles were investigated during measuring displacements of targeting points. From the results of this study, they are important factors which are affecting measurements of dam displacements. Before the calibrating, the displacement at 50 m from total station was ${\pm}20mm$. After the calibrating, the displacement was decreased by ${\pm}5mm$.

• Journal of the Korean GEO-environmental Society
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• v.12 no.4
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• pp.43-51
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• 2011

Many electric poles in the softground have been collapsed due to external load. In this study, 10 types of tests were performed with variation of location, numbers and depths of anchor blocks as well as depth of poles to find horizontal earth pressure through full scale pull-out tests. The horizontal earth pressure increased with embedded depth of electric pole, and earth pressure of lower passive zone decreased. The deeper of anchor block, earth pressure of passive zone becomes less. lateral displacements showed differences depending on location, numbers and depth of poles. The bending is generated in the upper part at the initial load, but it moved to central part as load increased. The maximum horizontal displacement decreased to 1/1.6 at -0.5m depth of anchor block and 1.3m additional laying depth of poles into ground.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2002.04a
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• pp.303-306
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• 2002

변위가 발생한 해안도로 옹벽에 대한 원인을 규명하기 위하여 기반암과 매립부 지반에 대한 조사를 실시하였다. 연구지역에서 지질구조선의 발달은 관찰되지 않고 지표에서 기반암의 거동은 낙석의 형태로 나타난다. 기반암은 생교란작용의 유무에 따라 상, 하부지층이 구분되며 하부 지층은 신선한 상태로 이완된 불연속면은 나타나지 않는다. 변위는 옹벽의 이음부에 집중되며 옹벽의 운동방향은 우향이동과 좌향이동이 반복되며 최초 변위 발생지점 (시 점부)에서 멀어짐에 따라 장력에 의한 확장 (벌어짐)이 우세하며 종점부에서 회전운동이 수반된다. 이음부의 확장과 회전은 최초 발생 지점에서 응력이 전달되는 과정에서 나타난 것으로 해석된다. 매립부 지반의 전기비저항탐사에서 상부의 매립층은 높은 전기비저항을 가지는 것에 반해 하부는 매우 낮은 전기비저항 값을 보여준다. 이는 매립부의 하부지반이 해수면 이하에 위치하여 해수와 같은 유체의 영향을 받으나, 상부는 유체의 영향을 거의 받지 않는 것으로 추정된다. 반면 최초 변위가 발생한 지점의 매립부 지반은 하부와 같이 낮은 전기비저항 값을 보여준다. GPR 탐사에서 최초 변위 발생 지점에서 매질의 이완 내지 공동으로 추정되는 구조가 관찰된다.

• Korean Journal of Optics and Photonics
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• v.8 no.3
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• pp.199-203
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• 1997

Fine displacement of spherical suface was detected and analyzed by Twyman-Green interferometer and the interferogram analysis using Fourier transform method. The surface profile was obtained from single interferogram by introducing the carrier freguency to the interferogram. The interferogram was processed in the spatial frequency domain by fast Fourier transform, and the phase distribution was obtained by inverse Fourier transform. The 3-dimensional distribution for the surface displacement was obtained. It was compared with the calculated surface displacement and the error was less than λ/10.

• Proceedings of the Korea Contents Association Conference
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• 2014.11a
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• pp.75-76
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• 2014

본 연구는 국토 공간정보 기반으로 새로운 위성측량 기술과 USN 측정기술을 접목하고 구체적인 AGS 공법과 같은 그라우팅 기술의 적용으로, 방재를 필요로 하는 주요 수리시설물에 대한 정밀한 변위와 거동을 모니터링 할 수 있는 첨단기술의 개발 및 적용은 국가적으로 매우 중요한 과제이며 실용성이 높은 기술연구이다. 외부공간에서의 GNSS 위성측위 방식의 초정밀의 위치변위를 실시간으로 추적하고 그에 영향을 주는 환경인자인 온도, 습도, 조도, 이산화탄소, 질소, 함수비, 소음진동 등은 무선 USN에 의하여 실시간으로 동시에 수집하여 통합적으로 분석 적용하여 방재시설의 적절한 대응시기를 찾아낼 수 있을 것으로 판단되며, 특히 정밀한 변위 관측을 필요로 하는 안전진단 및 방재를 필요로 하는 시설물 안전관리 분야에서 다방면으로 크게 활용할 수 있는 방안을 모색하였다.