• Title/Summary/Keyword: 고해상도 화상처리

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Improvement of the Accuracy and Conveniency in Automated Strain Measurement through High-Resolution Image Processing (고해상도 화상처리를 통한 자동 변형률 측정의 정확도와 편의성 개선)

  • Kim, H.J.;Choi, S.C.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2006.06a
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    • pp.34-39
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    • 2006
  • An automated surface-strain measurement system, named ASIAS, was developed by using the image processing and stereo vision techniques in the previous studies by the corresponding author and his coworkers. This system has been upgraded mainly to improve the accuracy through image enhancement, sub-pixel measurement, surface smoothing, etc., since the first version was released. The present study has still more improved the convenience of users as well as the accuracy of measurement by processing high resolution images 8 mega pixels or more which can be easily obtained from a portable digital steal camera. It is proved that high resolution image processing greatly decreases the measurement error and gives strain data without considerable deterioration of accuracy even when the deformed grids to be measured and the master grids for camera calibration are captured together in the same image, making the whole process of strain measurement much simpler.

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Development of Shape Determination Program for Suspension Bridge Using Digital Image Processing (디지털 화상처리기법을 이용한 현수교의 형상결정기법 개발)

  • Cheung, Jin-Hwan;Kang, Choong-Hyun;Kim, Nam-Shik;Park, Yong-Myoung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.1
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    • pp.117-126
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    • 2008
  • In this paper, it is presented a digital image processing method and the program (Visual C++) to determine the shape of the suspension bridge. To investigate the precision of this method, a suspension bridge is divided into 5, 13 and 19 images, respectively, by using the 6.3M pixels digital camera with 300mm zoom lens. Obtained results of the Kwang-Ahn Grand Bridge by using this method are fairly close to the real precision surveyed data. The accuracy is more improved by increasing the number of divided images of the structure. The total cost, man power and time of field survey by this method presented in this study could be much more reduced and the developed program could be applied with little modification for other structures like cable-stayed bridges, if lens compensation algorithms and program access capabilities are improved.