• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2003.04a
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• pp.544-549
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• 2003

본 논문에서는 Head-up Digitizing / Vectorizing 기술에 주로 사용되는 이진 영상으로부터 사용자의 초기 입력 좌표를 기준점으로 채택한 후 기준점을 중심으로 선형 및 벡터 형상을 추출하는 반자동 선형 추출 기술 개발에 관해 기술한다. 본 기술의 동작 과정을 살펴보면 다음과 같다. 사용자는 이진 영상에서 추출하고자 하는 선형 및 벡터 형상내의 한 좌표를 선택한다. 선택된 좌표는 기준점으로 채택되며, 이 기준점을 중심으로 네 방향으로 영암 값이 0인 픽셀들의 길이 및 orientation이 계산된다. 계산된 orientation을 바탕으로 폭 넓이가 계산되고 초기 좌표가 보정된 후 폭 넓이가 임계값을 만족시키면 동일한 선형물로 간주하여 추출 연산을 반복 수행하고, 폭넓이가 임계값을 벗어나면 새로운 선형물로 간주하고 추출을 중단한다 즉, 채택된 기준값을 중심으로 동일한 명암값의 검색을 진행하여 기준값과 유사한 방향성 및 폭 넓이 정보를 갖는 성분들의 중심 좌표를 선형물 추출 결과값으로 산출하는 기술이다. 본 기술을 통해 수작업으로 진행되던 지도 제작 및 Head-up Digitizing / Vectorizing 기술이 컴퓨터를 이용한 반자동기술로 대체될 수 있으며, 이를 통해 많은 인원과 시간을 소모하여야 했던 좌표 지도제작을 위성 영상을 이용하여 보다 쉽고 저렴한 가격으로 수행할 수 있는 방안을 제시할 수 있다.

• The korean journal of orthodontics
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• v.27 no.5 s.64
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• pp.743-760
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• 1997

This study was done to evaluate the correlations between the size, the form of the cranial base, head posture and the horizontal and vertical position of craniofacial structures. For this purpose, 100 cephalometric radiographs were taken from the sample composed of 51 male and 49 female, 12 measurement criteria and 37 reference points were established and digitized, then calculation was performed for the values of measurement variables and the horizontal and vertical position of reference points. The correlations be4ween them were analyzed statistically and mean facial diagrams were constructed and compared with the selected groups which were composed of 10 Samples each as large and small group from the measurement value. The following results were obtained: 1. The angles n-s-ba and n-s-ar as variables for the ion of cranial base correlated highly to the horizontal and vertical position of reference points in the cervical column with statistical significance($0.1\%$ level). 2. The angles n-s-ba and n-s-ar as variables for the form of cranial base correlated to the horizontal position of the reference points in the facial structure with statistical significance($1\%$ level), but not to the vertical position of them($5\%$ level). 3. The length n-s, s-ba, and n-ar as variables for the size of cranial base were correlated th the position of craniofacial structures in various ways, but in general, highly correlated to the horizontal and vertical position of midfacial structures around the teeth and alveolar area. 4. the angle NSL/CVT and NSL/OPT as postural variables tot the inclination of cranial base and cervical column were correlated to the horizontal position of the craniofacial structures with statistical significance($1\%$ level), but not to the vortical position of them($5\%$ level). 5. The angle OPT/HOR and CVT/HOR as postural variables lot the inclination of cranial base and true horizontal line were not correlated to the horizontal and vertical position of the craniofacial structures with statistical significance($5\%$ level). 6. The correlation between the measurement variables and horizontal and vortical positions of the reference poits in soft tissue were shown as similar to the related hard tissue points.

• Journal of Korean Society for Geospatial Information Science
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• v.14 no.1 s.35
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• pp.65-74
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• 2006

A rapidly developed satellite technology is used in comprehensive fields such as spatial data aquisition and applications. Especially a GPS positioning is expected to reinvigorate at the national reference system changes to ITRF(International Terrain Reference Frame). Currently the National Geographic Information Institute(NGII) issues a triangulation point coordinate by separating old and new coordinates and in the year of 2007 it will be scheduled to be changed ITRF. The triangulation point coordinate in Cheju area causes some problems due to the difference original observation and re-observation. Thus in this study a GPS observation is conducted after re-organizing geodetic network based on 1st and 2nd order triangulation in order to check the current triangulation points in Cheju area. After the GPS observation data analysis, stable points were extracted, proposed a geodetic network and its application.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.31 no.1
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• pp.99-107
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• 2013

With the expansion of the development and use of surveying equipment recently, by the establishment of infrastructure for network RTK surveying of the NGII, network RTK surveying has been widely used in surveying industry. Currently, in public surveying regulations, site calibration with minimum 5 evenly spaced bench marks is needed for using network RTK surveying results as leveling. But the range between and the number of bench marks for site calibration can be varied according to the geoid undulation. In this study, in order to verify this, Incheon area having regular geoid undulation and Taebaek area having irregular geoid undulation are selected as study area and network RTK surveying have been done. Then the accuracy of site calibration by range between and the number of bench marks have been compared. As a result of this study, in order to meet a tolerance of vertical precision (0.1m) that has been set in public surveying regulations, there is a necessity for improving the regulations so that the range and number of bench marks, to be used for site calibration of network RTK surveying, can be applied complementarily.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.25 no.5
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• pp.451-463
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• 2007

This paper describes issues of GPS network adjustment to determine coordinate sets of the $2^{nd}$ order national geodetic control points based on the Korean Geodetic Datum (KGD2002) which has been newly adopted in 2003, After outlining theoretical background of the GPS network processing, the adjustment procedure applied for this project is detailed. Throughout performing a series of minimally constrained adjustments, some outliers have been removed and magnitude of absolute and relative error for a stochastic modeling has been determined as 4mm+0.4ppm and 8mm+0.8ppm in the horizontal and vertical component, respectively. The over constrained adjustment by fixing the $1^{st}$ order control points was performed to derive final solution, indicating that the accuracy of the estimated coordinates was 2cm and 4cm in the horizontal and vertical component.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.13 no.5
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• pp.201-208
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• 1993

The emergence of the Global Positioning System(GPS) with its benefits of speed and economy now offers an opportunity to analyse, strengthen, densify and constitute the control network, in addition to providing mapping, cadastral and engineering control under the unfavorable conditions. This research aims at the using of GPS compared to conventional geodetic positioning techniques in Korean primary control networks. A GPS test network of 10km baselines, which is measured and analysed by Wild GPS-System 200, are compared to the distances from EDM and official coordinates, and relative GPS heights are transformed to the height differences on the mean sea level. The results of this study confirms that using GPS merely as a new type of instrument is the most powerful method for the densification of the control points retaining existing networks and existing computational procedures.

• The Korean Journal of Applied Statistics
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• v.27 no.5
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• pp.773-786
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• 2014

We propose the multiplication of false rates (MFR) which is a classification accuracy criteria and an area type of rectangle from ROC curve. Optimal threshold obtained using MFR is compared with other criteria in terms of classification performance. Their optimal thresholds for various distribution functions are also found; consequently, some properties and advantages of MFR are discussed by comparing FNR and FPR corresponding to optimal thresholds. Based on general cost function, cost ratios of optimal thresholds are computed using various classification criteria. The cost ratios for cost curves are observed so that the advantages of MFR are explored. Furthermore, the de nition of MFR is extended to multi-dimensional ROC analysis and the relations of classification criteria are also discussed.

• Proceedings of the KIEE Conference
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• 2007.10a
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• pp.151-152
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• 2007

본 논문은 TFT-LCD 영상에서 결함을 자동검색하여 결함이 있는 LCD 영상의 경우 결함이 있는 LCD 패턴을 정확하게 추출해 내는 방법을 제안하였다. TFT-LCD 영상에서 결함이 있는 LCD 패턴 검색은 세단계로 이루어진다. 1단계는 먼저 입력영상에서 LCD 패턴영상의 특징을 이용하여 각 LCD 패턴의 기준점을 찾는다. 2단계는 1단계에서 찾은 여러 기준점 중에서 필터링과정을 통하여 정확한 한 개의 기준점을 최종 선택한다. 마지막으로 3단계에서는 최종적으로 선택된 기준점을 이용하여 결함정의(결함중심 및 결함사이즈)를 이용하여 결함이 포함되어 있는 LCD 패턴을 추출한다. 제안된 결함패턴 추출 알고리즘의 정확성은 컴퓨터 시뮬레이션을 통하여 그 효용성을 증명하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.36 no.4
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• pp.235-243
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• 2018

The national geodetic control point is very important as a framework for drafting plans for construction and civil engineering works as well as mapping for various development and utilization plans related to the national land. Since the 1910s, Korea has established and managed the national geodetic control points, the triangulation points and the benchmarks. Currently, these point information is provided through the land information platform. The national geodetic control point has been changed through the process of loss, re-establishment, and re-location by the events and environment of the times. Therefore, it is very important to provide information by linking these past national geodetic control points in time series. In this study, we classified the triangulation points into five groups(Japanese Government General of Korea, YUCCA Project, National Construction Institute, Past Control Point Data Sheet, and Current) by age and then suggests a method to match the same control points in each time period. Finally we also applied the proposed method to Jecheon and analyzed the results.

• 한국공간정보시스템학회:학술대회논문집
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• 2007.06a
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• pp.385-389
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• 2007

철도측량 및 철도현황측량에 있어 기본이 되는 철도기준점은 과거 국가삼각점을 이용한 지역(동경)좌표계에서 조정 되었다. 세계좌표계로의 전환을 결정한 건교부 지침에 의해 기존의 지역좌표계 성과는 모두 세계좌표계로 전환되어야 하며, 이를 위해 본 연구는 철도기준점의 좌표계 변환방법에 대한 기준을 마련하고자 하였다. 다양한 분석결과 GPS상시관측소 데이터를 활용하는 것이 가장 적절한 대안으로 분석 되었으며, 각 관측 지점의 좌표를 상시관측소의 수를 달리하여 분석한 결과 상시관측소 1,2개소를 연결한 것 보다 3개소 이상의 관측소를 사용한 것이 예상대로 좀 더 정밀한 결과 값을 얻을 수 있었다.