• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2004.11a
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• pp.263-268
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• 2004

GPS/INS에 의한 항공사진측량을 이용하려면 사진촬영과 동시에 획득한 외부표정요소의 결과를 도화ㆍ편집 작업에 실제로 적용해 보아야 한다. 도화성과의 검증작업은 GPS/INS의 결과를 이용하여 수치지도의 제작시 가장 중요한 공정에 해당한다. 이를 위하여 기존 AT성과에 의하여 제작된 해석도화원도를 기준으로 본 연구에서 제시한 AT 성과별, 도화기별, 표정방식별로 수행한 도화결과를 비교하였다. AT 성과와 표정방법에 상관없이 해석도화와 수치도화의 평면과 표고의 오차를 비교하여 보면, 해석도화가 수치도화보다 우수한 결과를 보여주며, 또한 평면오차가 표고오차보다 더 크게 나타남을 알 수 있었다. GPS/INS AT의 Direct 표정의 경우 InDirect 표정방법에 비해 3배 이상의 오차가 발생하였으나 모든 경우의 결과가 허용오차를 충족하고 있으므로 축척 1:5000에서는 GPS/INS AT를 이용한 표정과 도화작업은 매우 효율적으로 수행될 수 있음을 알 수 있었다.

• Proceedings of the KIEE Conference
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• 2000.07c
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• pp.2174-2176
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• 2000

FDTD(Finite Difference Time Domain) 방법을 적용하여 마이크로웨이브 오븐 내부의 전자기장을 해석하였고, 적외선사진을 통하여 실험과 비교 검증하였다. 부하의 종류와 형태에 따른 전자기장의 패턴 변화를 고찰하였고, 여러 가지 포밍형태와 오프닝 형태에 따른 전자기장의 패턴을 적외선 사진과 비교하였다. 표면 보정 기법을 적용하여 부하표면에서의 전자파 패턴을 보다 정확히 예측할 수 있었으며, 또한 마그네트론의 공진 주파수에 따른 전자파 파워 패턴의 변화를 살펴 보았다. 이와 같이 개발된 마이크로 웨이브 오븐 내부의 전자파 해석 프로그램을 이용하면, 균일 가열 성능 향상을 위한 마이크로웨이브 오븐의 캐비티 설계 기간을 크게 단축할 수 있을 것으로 생각된다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.17 no.4
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• pp.359-372
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• 1999

Recently, the digital map of national basemap has been made through NGIS(National Geographic Information System) project in Korea. The digital map should have to be corrected or updated to cope with the changes in topography in future. For that, the efficient method correspond with digital map should be presented. Digital photogrammetric system has been considered as an efficient method for digital mapping because it provides the results in digital form, but the system if not fully tested because the commercial system is in early stage. This study aims to present the way to correct or update digital map using the digital photogrammetric system. Digital mapping in the environment of digitalphotogrammetric system was executed and the results were analyzed and compared with those from analytical plotter.

• Applied Microscopy
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• v.35 no.1
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• pp.1-13
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• 2005

Fine photographs are essential in the electron microscopy. Artifacts can be introduced during all steps of electron microscopy; specimen processing, observation and printing. Every caution is necessary to avoid the artifact formation. In this review, the authors discussed the causes of various artifacts and suggested the solution to help the correct tissue handling and electron microscopic observations.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.4D
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• pp.545-553
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• 2009

This paper describes the result of study on measurement of displacement of structure by means of non-contacting method, close-range digital photogrammetry using digital camera. To apply close-range digital photogrammetry to displacement measurement of structure, correction of lens distortion that interferes geometrical analysis has been carried out and then measuring displacement was performed on load regulated-rahmen. For enhanced applicability of displacement measurement, MIDAS which is a structural analysis program was used for modeling and the result was taken from comparative analysis. As a result of the study, it is showed that close-range digital photogrammetry could supplement several weaknesses of LVDT and cable displacement meter and, especially, economy in the perspective of measuring time could be realized. Close-range digital photogrammetry using digital camera can be applied to the area where requires visual analysis such as 3D modeling of structure, profile replication of measurement of structure as well as measurement of displacement of structure.

• 한국공간정보시스템학회:학술대회논문집
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• 2005.11a
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• pp.29-34
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• 2005

Aerial photogrammetry, which is one of the most frequent used technology in mapping and surveying, has been appreciated for its work flow and accuracy to generate 2D and 3D geospatial data. In aerial photograrnrnetry, more than two photographs are taken over the same target area in different position with overlap. Using these photographs and minimum number of ground control points, 3D stereo model is so formed that the ground surface in reality is reconstructed through analogue/analytical plotter or digital photogrammetry system. In case of digital photogrammetry system, 3D geospatial data could be automatically extracted in partial. Recently, in the advent of aerial digital camera such as ADS40 and DMC, digital photogrammetry system will be in the frist place for generating 3D geospatial data. In this paper, we experimentally generated 3D geospatial data using digital photograrnrnetry system in the aspect of work flow.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.8 no.1
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• pp.15-22
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• 1990

The purpose of this study is to suggest possibility to analyze the three-dimensional positions of the whole surface of an object simultaneously and precisely by close-range photogrammetry. For this purpose, the geometry of network, namely imaging geometry and control configuration etc was considered, and then the whole surface of the object was analyzed by bundle adjustment through forma. lion of strip and block with which cover the whole surface of the object. As a result, we were able to prove possibility of the whole surface analysis of an object and to extract characteristics of accuracies in accordance with the number and configuration of control points. Also as desirable accuracies were able to be acquired even by employing configuration of only a few control point stationed on a limited surface, it is expected that the difficulties of control surveying will be able to be reduced considerably.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2005.11a
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• pp.379-392
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• 2005

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.6 no.2
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• pp.10-18
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• 1988

In the three-dimensional analysis and deformation analysis of large structures, efficient is the use of the multiple method of close range photogrammetry which approaches the object distance. This study analyzes the influence of errors according to the overlap, the control points, and the object distance, to solve the problems which are raised in the multiple method. A wall-board, 7 meters by 3 meters, was used as a test field on which a total of 225 unknown points were equally disposed. The photographs with changing the overlap and object distance were taken by P-31 camera system. a total of 143 negatives are used in this study for computing 3-dimensional coordinates and its standard errors, and bundle adjustment of strips and blocks developed with on-line system is applied. In case of decreasing the number of control points, simulation error increases but actual error decreases and increases again. Due to the changed of object distances Z error represents largely compared to X, Y error, but good results in Z can be obtained by increasing the redundancy. And simulation error or actual error shows best results at the endlap of about 70%. To sum up this study, approprate arrangement of control points and overlap is meaningful, and multiple method by short object distance will be widely used to precision and deformation analysis of critical structures.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.6B
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• pp.515-522
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• 2011

The hydrodynamic models are widely used in the research for analysis of flow characteristics and design of hydraulic structure and river channel. These models need to be calibrated with observed data. But, there are few field data of two-dimensional flow velocity in flood because the direct measurement of the flood flow velocity are very dangerous. For this reason the results of two-dimensional numerical models are usually calibrated and verified with only a few observed data. Moreover, the verification of numerical models for the design flood is usually carried out using the result of one-dimensional model, HEC-RAS. In this study, using the flow velocity profile extracted from the aerial photos of a flood of the Tone River in Japan, two-dimensional numerical models, RAM2 in RAMS, RMA2 in SMS, and one-dimensional numerical model, HEC-RAS which are most widely used in research and design work are verified and the validity for verification of two-dimensional models with HEC-RAS is reviewed. The results showed that the water surface elevation of HEC-RAS, RAM2 and RMA2 models have similar results with observed data. But, the velocity results of RAM2 and RMA2 models in the floodplain have some difference with the velocity from aerial photo analysis. And the velocity result of HEC-RAS has big difference with the sectional averaged value of velocity from aerial photo analysis.