• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2010.04a
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• pp.31-34
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• 2010

The rover positioning is performed by estimating the baseline vector components in doubledifference positioning mode. This means that relative displacement due to the tide effects can be neglected when the distance between the reference and rover station is relatively short. However, the tide effects should be carefully modeled and removed as the baseline length gets longer. In this study, the relative displacement over the Korean Peninsula due to tide effects are examined through the numerical analysis. The results show that the tide modeling is required for the precise GPS positioning at cm-level accuracy.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.4A
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• pp.693-700
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• 2006

To detect and evaluate the damage present in bridge, static identification method is known to be simple and effective, compared to dynamic method. In this study, the damage detection method in steel box girder bridge using static responses including displacement, slope and curvature is examined. The static displacement is calculated using finite element analysis and the slope and curvature are determined from the displacement using central difference method. The location of damage is detected using the absolute differences of these responses in intact and damaged bridge. Steel box girder bridge with corner crack is modeled using singular element in finite element method. The results show that these responses were significantly useful in detecting and predicting the location of damage present in bridge.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2015.07a
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• pp.73-74
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• 2015

3 차원 컨텐츠 제작은 많은 관심을 받고 있는 분야이다. 변위 지도로 표현 가능한 깊이 정보는 3 차원 컨텐츠를 생성하는데 필수적이다. 본 논문에서는 깊이 카메라 및 스테레오 카메라를 이용하여 정확한 변위 지도를 생성하는 방법을 제안한다. 제안하는 방법은 스테레오 영상 사이의 변위를 예측하기 위해서 깊이 카메라 정보를 3 차원 워핑 방식에 의해서 좌우 카메라 위치로 투영한다. 투영된 깊이 정보는 스테레오 영상의 크기에 맞춰서 업샘플링된다. 최종적으로 업샘플링된 깊이 카메라 정보와 스테레오 정보가 결합되어 정확한 변위 지도를 생성한다. 실험 결과는 제안하는 방법이 기존의 단일 센서를 이용한 방식에 비해서 좀더 정확한 결과를 생성함을 보여준다.

• Proceedings of the Korea Multimedia Society Conference
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• 2000.11a
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• pp.205-208
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• 2000

인간의 좌·우 두 눈에 투영되는 2차원 영상의 양안 시차를 이용하여 물체의 깊이를 인식하는 스테레어 영상이라고 한다. 이러한 2차원 스테레오 영상으로부터 3차원 모델 생성을 위한 깊이 정보를 알기 위해서는 각각의 두 영상에 대응되는 점의 위치를 알 수 있는 변위의 추정이 매우 중요하다. 본 논문에서는 블록 크기에 매우 민감하게 영향 받는 영역기반 방식의 단점을 보완하기 위하여 경계선 정보를 이용한 가변 블록 방식의 변위 추정을 수행한다. 이것은 블록의 크기를 경계선 정보에 따라 가변적으로 정함으로써 정밀한 변위 추성을 할 수 있고 또한 계산량도 많이 줄일 수 있음을 알 수 있다. 이렇게 추정된 변위 정보를 이용하여 특징점에 대한 깊이 정보를 찾아 3차원 모델을 생성한다.

• The Journal of Engineering Geology
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• v.33 no.1
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• pp.137-149
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• 2023

In order to intuitively grasp the earth pressure direction acting on the structure and displacement state, displacement data in the horizontal and vertical directions were processed using the sigmoid function. A displacement coordinate system was set up for each axis. The system can intuitively check the current displacement and assess the management stage of each point. A displacement path can be compiled from continuously recorded points, allowing trends in the displacement's history and stress direction to be known. Analysis of data measured for excavated ground, found that displacement occurred in the direction of destressing at all points, and that the points' management state steady. Similar behavior trends were found among measurement points with high spatial correlation, whereas differing behavior trends occurred among measurement points with low spatial correlation. If the correlation analysis of the precursor and behavior area is performed using the continuously distributed surface settlement data and displacement coordinate system, it will be possible to predict the failure time and area.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.44 no.1
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• pp.1-11
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• 2016

The information about the deformations of high-aspect-ratio wings is needed for the real-time monitoring of structural responses. Wing deformation in flight can be predicted by using relationship between the curvatures and the strains on the wing skin. It is also necessary to consider geometric nonlinearity when the large deformation of wing is occurred. The strain distribution on fixed-end is complex in the chordwise direction because of the geometric shape of fixed-wings on fuselages. Hence, the wing displacement can be diversely predicted by the location of the strain sensing lines in the chordwise direction. We conducted a study about prediction method of displacements regardless of the chordwise strain sensing locations. To correct spanwise strains, the ratio of spanwise strain to chordwise strain, Poisson's ratio, and the ratio of the plate strain to the beam strain were used. The predicted displacements using the strain correction were consistent with those calculated by the FEA and verified through the bending testing.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 1992.04a
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• pp.148-152
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• 1992

수치제어(NC: numerical control) 기술은 공장자동화를 위한 중요기술이다. 우리산업현장에 공장 자동화가 확장되면 서 NC 공작기계산업용 로봇, 삼차원 좌표측정기 등의 사용이 매우 증가되고있다. 이러ㅗ한 수치제어용 기계에서는 자동 위치제어를 위하여 길이변위와 회전각도감지용센서인 NC 엔코더가 매우 중요한 부품이다. NC 엔코더에는 선형 엔코더( NC-스케일)와 회전 엔코더가 있으며, 각각 직선운동과 회전운동을 제어하기위해서 필요한 자동화 부품이다. 선형 엔코 더는 직선운동의 변위를 감지하며 NC-스케일 이라고도 말한다. 우리 나라에서는 아직 엔코더 제작기술을 개발하지 못하여 전량수입에의존하고 있다. 이러한 NC 엔코더의 수요는 해외시장뿐만 아니라 국내시장에서도 급격히 증가 되고있으며 국산화 개발이 시급하다. 이 글에서는 NC-스케일 제조기술을 개발함에있어서 연구하였던 참조위치 마크(Rrference Mark)설계 기술을 정리한다.

• 한국방재학회:학술대회논문집
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• 2010.02a
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• pp.34.1-34.1
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• 2010

TLS(Terrestrial Laser Scanning)는 레이저를 이용하여 물체의 3차원 위치 정보를 원격으로 획득할 수 있는 시스템이다. 그러나 TLS로부터 획득한 3차원 위치 정보는 처짐 또는 응력 평가 등에 있어서 구조 정보로서 사용하기에는 한계가 있다. 따라서 정밀한 형상정보의 획득을 위해서는 3차원 형상 좌표 정보에 대한 적절한 데이터 처리가 필요하다. 본 연구에서는 구조물에 작용하는 하중 또는 지점 조건에 대한 정보 없이 회기분석의 중첩을 이용하여 TLS로부터 얻은 대상물의 이산화 된 위치 정보로 부터 구조물의 정밀한 변형 형상을 추정할 수 있는 방법을 제시한다.

• Journal of the Korean Geosynthetics Society
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• v.13 no.1
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• pp.23-31
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• 2014

In this study, the method to measure effectively the ground surface displacement of slope was proposed using the Laser Distance Measurer (LDM). Applying the proposed technique is more simple and easier than the complicated and high-priced instrument to measure the ground surface displacement. LDM is an instrument that the red laser aimed at the target and then the reflected laser used for calculating the distance. The advantages of LDM are easy operating method, high measurement precision and lower in price. To check the feasibility, the proposed method applied to the real site that the ground surface displacement of slope was occurred continuously. The ground surface displacements were occurred in various points of the natural and cut slopes located at the lower part of coal mine waste heap due to the load of waste heap. To measure directly the ground surface displacement in this site, 6 measurement sections and 26 measurement points were selected. As the result of the displacement measured by the proposed technique within a certain period time, the accumulative ground surface displacement could be measured as well as the velocity of displacement could be estimated. Also, the progress direction of ground surface displacement can be confirmed and predicted through the analysis of all measured result.

• Journal of Korean Tunnelling and Underground Space Association
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• v.21 no.1
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• pp.93-113
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• 2019

The behavior of the 3 hinged precast arch structure was investigated by comparing field measurements with numerical analyses performed for precast lining arch structures, which are widely used for the open-cut tunnel. According to the field measurements, the maximum vertical displacement occurred at the crown with upward displacements during the backfilling up to the crown of the arch and downward displacements at the backfill height above the crown. The final crown displacement was 19 mm upward from the original position. The horizontal displacement at the sidewall, which had a maximum horizontal displacement, occurred inward of the arch when compacting the backfill up to the crown and returned to the original position after completing the backfill construction. According to the analysis of displacement measurements, economical design is expected to be possible for precast arch structures compared to rigid concrete structures due to ground-structure interactions. Duncan model gave good results for the estimation of displacements and deformed shape of the tunnel according to the numerical analyses comparing with field measurements. The earth pressure coefficients calculated from the numerical analyses were 0.4 and 0.7 for the left and the right side of the tunnel respectively, which are agreed well with the eccentric load acting on the tunnel due to topographical condition and actual field measurements.