• Korean Journal of Crystallography
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• v.13 no.1
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• pp.1-11
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• 2002

비반전성 (acentric)공간 군에 속한 화합물에 변칙 산란자(anomalous scatterer)가 포함되어 있을 때, 변칙 분산(anomalous dispersion)효과가 나타나며, 이로 인하여 X-ray회절 강도들 사이에 Friedel법칙이 깨지게 된다. 이러한 현상이 이용되면, 화합물 내의 중원자(heavy atom)의 위치를 찾은 후 나머지 원자의 위치를 찾아 구조를 밝힐 수 있다. 키랄성 (chiral) 화합물의 결정들은 230개의 공간군들 중에서 65개 거울상(혹은 광학 활성적인, enantiomorphic) 공간들 중 하나에 속하며, 그것들의 절대 배열은 따로 확인되어야 한다. 다시 말하면, 키랄성 화합물의 결정이 키랄성 결정 격자들의 공간 군들 중에 속한다면, 우리는 화합물의 절대 배열을 확인하여야한다.

• The Korean Journal of Applied Statistics
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• v.12 no.2
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• pp.335-345
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• 1999

시뮬레이션 실행 시간이 매우 오래 걸려서 보통 이용하는 비선형최고제곱법으로는 시뮬레이션의 입력 파라메터(또는 절대 상수)를 추정하기 힘든 경우의 추정 문제를 통계적인 메타모델을 이용하여 해결하는 방법에 대하여 기술하였다. 미리 답을 알고 있는 장난감 모형을 이용하여 절대 상수를 추정하기 위해 사용되는 세가지 통계적 메타모델들(전통적 희귀모형, 공간적 선형모형 그리고 projection pursuit 희귀모형)의 성능을 비교하였다. 그 결과 일양 크리깅(universal Kriging)에 의한 공간적 모형이 가장 우수하였고, 이를 실제 핵융합 시뮬레이션 자료에 적용하여 절대 상수를 추정하였다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2003.04a
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• pp.88-93
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• 2003

국토공간정보의 기반인 수치지도 제작을 위해서는 위치에 대한 정확한 정보가 요구되며 이러한 정보는 GPS를 이용한 방법이 대표시 되고 있다. 우리나라도 GPS를 이용한 위치결정 방법의 효율성과 정확성을 확보하기 위해 전 국토에 걸쳐 24시간 위성데이터를 취득할 수 있는 70여개의 GPS 상시관측소를 설치 운영하고 있다. 따라서 본 연구는 GPS 상시관측소 데이터의 효과적인 활용 방안을 모색하기 위해 행정자치부와 국리지리원에서 설치 운영하며 호남권에 위치한 5곳의 상시관측소를 대상으로 각기 고정위치를 달리하여 기선해석과 망조정을 수행하여 고정위치에 따른 3차원 절대좌표의 정밀도를 분석하였다. 현재 행정자치부의 3곳의 상시관측소 절대위치는 고시되지 않아 국립지리원 고시 성과를 기준으로 고시성과와 계산성과의 3차원 절대 좌표를 비교하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.9 no.3
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• pp.229-240
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• 2007

The 3D absolute displacement monitoring system has been developed to analyze the tunnel convergence measured under construction of underground structures and to manage effectively the measured data. The system is comprised of the total station, the anchor-typed target pin and the 3D absolute displacement measurement and management program. In this paper, the types and specifications of the 3D total station were presented. The anchor-typed target pin, an improved model of traditional one, was developed and its sightable distance and measurement accuracy were checked by field tests. Also a 3D absolute displacement measurement and management program, TEMS 3D, was developed to provide some analysis tools including the trend and influence lines. L/C ratio, S/C ratio and the like. The developed system was applied the construction stage of a railway tunnel for testing purpose. It is verified that the developed system is capable of predicting weak zones ahead of tunnel face by comparing with results of TSP (Tunnel Seismic Prediction) survey.

• Journal of Korean Tunnelling and Underground Space Association
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• v.8 no.2
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• pp.101-113
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• 2006

Arching effect occurs around the unsupported excavation surface near to tunnel face when a tunnel is excavated in a stable rock mass. If a weak fracture zone exists in front of tunnel face, a displacement occurs between tunnel face and weak fracture zone due to stress concentration. If three-dimensional absolute coordinates (longitudinal, transverse, vertical direction) is measured at tunnel face by geodetic method, the ground change in front of the tunnel face can be predicted by analysing three-dimensional absolute displacement. The purpose of this study is to verify the analysis method of three-dimensional absolute displacement by comparing the trend of displacement ratio at crown and sidewall of tunnel and the influence line/trend line of crown settlement compared with TSP results in the same section.

• Geotechnical Engineering
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• v.14 no.4
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• pp.17-32
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• 1998

has been much progress in theories and construction techniques to secure the stability of the underground structures. Recently, several studios have shown that it is possible to predict the existence of discontinuities ahead of a tunnel face by analyzing 3-dimensional absolute displacements measured during tunnel excavation. This paper concentrated on the development of a methodology to predict the existence and location of the discontinuities, or the void space(abandoned mine) , by performing 3-dimensional FEM analysis and considering the stress relocation caused by arching effect during excavation. Also, this study tried to verify deformation for choosing the most suitable support system. The results of this study might provide a way of safer and economical tunnel construction by utilizing the in-situ monitoring data.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.18 no.3
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• pp.56-62
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• 2017

As the need for 3D spatial information increases, many local governments and related industries are establishing map-based 3D spatial information services and offering them to users. In these services, positional accuracy is one of the most important factors determining their applicability to specific tasks. This study studied the location correction method between indoor and outdoor 3D spatial information through the construction of modeling data on a BIM/GIS platform. First, we selected the sites and processed the BIM/GIS data construction with 3 steps. When connecting the BIM model including indoor spatial data and 3D texturing model based on ortho images, mismatches occurred, so we proposed a location correction method. Using the conversion algorithm, the relative coordinate-based BIM data were converted to the absolute positions and then relocated by means of the texturing data on the BIM/GIS platform.

• Proceedings of the Korea Information Processing Society Conference
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• 2011.11a
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• pp.1207-1210
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• 2011

본 논문에서는 PAR-트리라는 공간색인구조를 제안한다. PAR-트리는 object distribution heuristic(객체분할법)으로 absolute crowd index(절대 복잡도)를 사용하여 공간 데이터 객체를 여러 개의 데이터 공간에 균일하게 배치함으로써 질의처리 속도를 향상시킨다. PAR-트리는 MXR-트리에 비해 높은 공간활용도와 빠른 질의 반응시간을 보임으로써 다차원 데이터베이스를 위한 효율적인 색인구조로 사용이 될 것으로 기대된다.

• Journal of Information Technology and Architecture
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• v.11 no.4
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• pp.441-448
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• 2014

The application of spatial information has drawn significant attention from a wide range of industries. Railway spatial information facilitates the cooperation among related parties and improves the efficiency of asset management and operations. This study proposes the structure of Railway Object IDentifier(ROID) on railway spatial information. Current facility management and train operation are based on relative positioning system. Despite many advantages, relative positioning system causes serious problems such as the entire reconfiguration of positioning in the case of line change. Another major concern is the interface compatibility between individual facilities with different relative positioning. ROID based on absolute positioning addresses these issues, allowing the information exchange and convergence between independent parties. This study proposes ROID based on OID standard with object IDentifier and service object-oriented reference system. Our ROID employs the absolute positioning and the unique identifier, maintaining the compatibility with existing management system.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.18 no.2
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• pp.101-110
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• 2000

This study focuses on examination of the availability and effectiveness about application of the differential GPS methods for navigation and acquisition of the geo-spatial information. For this, the algorithms related to a navigation solution and differential GPS were implemented in MATLAB code, a number of software simulations on test model were carried out to assess its performance, comparing the results with those obtained from the commercial software. Expecially, the results coming from tracking test on test model of the OO's WADGPS which is the commercial real-time satellite-based augmentation system via geostationary satellite (GEOs), which has been investigated with those from the above GPS methods. And also, the accuracy of absolute positioning by Navigation solution and WADGPS before and after SA-off has been compared. The above results show that DGPS methods are very reliable and efficient methods for acquisition of the geo-spatial information.