• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 1999.12a
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• pp.52-58
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• 1999

본 연구에서는 국내의 항공사진측량에서 적용되지 않고 있는 광속조정 Program을 구현하였다. 또한, 구현된 프로그램을 이용하여 과천지역에 대한 측량자료를 처리하였다. GPS를 이용하여 결정한 카메라 노출중심 위치를 이용하여 광속조정에 적용한 결과는 지상기준점수가 감소하여도 정확도는 완만하게 저하되었으나, 지상기준점만을 이용하여 광속조정에 적용한 결과는 지상기준점수가 감소함에 따라 정확도는 급격하게 저하되었다. GPS를 이용하여 결정한 카메라 노출중심 위치를 광속조정에 적용한 결과 블록 가장자리에 배치한 4개의 지상기준점 만으로 공공측량에 적합한 결과를 얻을 수 있었다. 본 연구를 통하여 GPS로 결정한 카메라의 노출중심위치를 항공삼각측량에 적용할 경우 필요한 지상기준점수를 축소함으로써, 비용을 절감할 수 있을 것으로 판단된다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.6D
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• pp.771-779
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• 2009

Digital topographical maps used for GIS DB are mainly produced by the traditional way of analogue aerial photogrammetry. Therefore, analogue photos are only available for digital mapping after preprocessing such as film developing, printing and scanning. However, digital aerial camera is able to get digital image directly without preprocessing and thus the performance and efficiency of photogrammetry are extremely increased. This study aims to investigate geometric stability of digital aerial frame camera DMC (Digital Modular Camera). In order to verify the geometric stability of digital aerial camera DMC, some different block conditions with and without cross strips, GPS/INS data and variation of GCPs are introduced in the block adjustment. The accuracy results of every block condition were compared each other by computation of residuals of exterior orientation (EO) parameters. Results of study shows that the geometric stability of the block adjustment with cross strips is increased about 30% against without cross strips. The accuracy of EO parameters of block adjustment with cross strips is also increased about 2cm for X-coordinate, 3cm for Y-coordinate, 3cm for Z-coordinate, and 6" for omega, 4" for phi and 3" for kappa.

• Proceedings of the KIEE Conference
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• 2000.07d
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• pp.2915-2917
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• 2000

종합 영상정보 매체인 멀티미디어의 효율적인 활용을 위해 다양한 정보들을 영상과 음향 등을 결합하여 전송하거나 저장하고 있다 본 논문에서는 양자화 파라미터를 사용하여 DCT 계수 값을 변화시켜 움직임 영상의 화질을 향상시키는 방법을 제안하였다. DCT 중 DC 계수를 제외한 고주파 성분의 계수에서 원영상의 8*8 블록 내 각 화소들의 평균값을 구하고 그 블록의 평균값과 그 블록 내의 각 화소간의 차를 구하여 이를 절대값으로 변환하고 그 합을 구하였다. DABP 값과 DCT 계수와의 상관관계를 구명하여 블록계수로 하였으며 이 블록계수를 사용하여 DCT 고주파 성분을 조정하므로 영상의 화질을 향상시켰다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.23 no.3
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• pp.323-330
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• 2005

More than ten years after the era of GPS-Photogrammetry which could provide us only three projection center of all six exterior orientation parameters, direct georeferencing with GPS/INS is now becoming a standard method for image orientation. Its main advantage is to skip or reduce the indirect ground control process. This paper describes the experimental test results of integrated sensor orientation with a commercial GPS/IMU system to approve its performance in determination of exterior orientation. For this purpose two different imaging blocks were planned and the area was photographed at a large photo scale of 1:5,000 and a medium photo scale of 1:20,000. From these data set a variety of meaningful results was acquired, i.e., the accuracy. potential of exterior orientation from direct georeferencing and combined block adjustment using these data considering different photo scales and conditions.

• Journal of IKEEE
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• v.6 no.1 s.10
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• pp.21-29
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• 2002

This paper describes a high resolution DLL(Delay Locked Loop) using all digital circuits. The proposed architecture is based on the three stage of coarse, fine and ultra fine phase tuning block which has a phase detector, selection block and delay line respectively. The first stage, the ultra fine phase tuning block, is tune to accomplish high resolution using a vernier delay line. The second and third stage, the coarse and fine tuning block, are tuning the phase margin of Unit Delay using the delay line and are similar to each other. It was simulated in 0.35um CMOS technology under 3.3V supply using HSPICE simulator. The simulation result shows the phase resolution can be down to lops with the operating range of 250MHz to 800MHz.

• Proceedings of the Korean Information Science Society Conference
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• 2003.10b
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• pp.658-660
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• 2003

본 논문에서는 AMBA 기반의 FPD 시스템에 적용 가능한 콘트라스트 컨트롤러를 설계 및 구현하였다. 제안한 콘트라스트 컨트롤러 내부에는 AMBA의 인터페이스 spec을 준수한 AMBA AHB 컨트롤러와 콘트라스트조정 블록, 메모리 컨트롤러. FPD 컨트롤러가 내장되어있다. 구현한 알고리즘은 실시간 처리가 가능하며 콘트라스트의 범위를 조정하는 가중치를 가진 알고리즘으로 기준되는 값을 이용하여 콘트라스트의 효율적인 조정이 가능하다. 콘트라스트 컨트롤러는 VHDL로 설계하였으며 FPGA를 이용한 H/W를 구현하여 TFT-LCD panel에 디스플레이 하여 검증하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.17 no.1
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• pp.21-32
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• 1999

Mapping and precise point determination by photogrammetry have been shown to be an economic solution. But control points are necessary to determine the exterior orientation parameters. Although the number of required control points has been reduced based on extended bundle adjustment and reinforced cross-strip, the ground survey is a significant factor of whole expenses in photogrammetry. The status of GPS-photogrammetry with kinematic DGPS-positioning to overcome this disadvantages, is now steadly progressive since the first possibility has been proved. The completed satellite configuration, powerful receiver function and upgraded software for kinematic DGPS-positioning have extensively improved the accuracy of combined bundle adjustment. So the research for the operational use of GPS-photogrammetry is absolutely necessary. The presented test field was designed for identification of subsidences in a coal mining area, flown with 60％ sidelap and cross strips. Just with 6 control points and combined block adjustment instead of the traditionally used 21 horizontal and 81 vertical control points the same ground accuracy has been reached. The accuracy of kinematic GPS-positioning and combined block adjustment was independent upon the distance of the ground reference station. It also has been showed that the special model for the systematic error correction in the combined block adjustment.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.27 no.2
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• pp.203-211
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• 2009

With supply of the domestic digital camera, the relative importance of the digital camera is coming to be high gradually on aerial photogrammetry, the image of digital camera is more applied in image map or digital topographic map production. But, there are cases that do not have position information or attitude information of each photograph in digital camera results. Therefore, we wish to present additional method to get more accurate photograph control point result. In this study, One is called A method, which is the case of entering positioning information of principal point from topographic map as default values that are need to extract tie point automatically using by 56 pieces of photography that are photographed by DMC to the extent to 5 courses and 35 GCP points. The other is called B-method, which is the case of entering exterior orientation parameters that are processed by block adjustment for A-method using by 4 control points in method-1 as default values. We have analyzed about results per control points arrangement for two cases using MATCH-AT that is photograph control point measurement S/W of Germany INPHO company. As a result of analysis, accuracy of B-method was better than that of A-method, and we could get more accurate results if block adjustments are executed including self calibration. Also, it is more effective in expense side that using self calibration for photograph survey in B-method because can reduce GCP numbers.

• Proceedings of the Korean Powder Metallurgy Institute Conference
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• 2001.11a
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• pp.38-39
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• 2001

• Proceedings of The KACE
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• 2018.08a
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• pp.67-70
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• 2018

블록체인 기술은 4차 산업혁명 시대를 이끌어 나갈 핵심기술로 거론되고 있으며 높은 보안성을 장점으로 가상화폐, 사물인터넷, 등 다양한 분야에서 활용되고 있다. 본 연구는 캠퍼스 내에서 진행되는 투표를 위한 전자투표시스템을 제작하고, 보안성을 강화하기 위해 블록체인기술을 활용하였다. 기존의 분산원장네트워크를 활용하는 방식과 달리, 소규모 투표에 적합하도록 개인 간의 가상화폐 거래과정을 활용한 투표시스템을 구축하였다. 이를 통해 기존의 블록체인기술기반 전자투표시스템의 단점인 초기 서버구축비용의 소요를 줄일 수 있을 것으로 기대한다.