• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2007년도 Proceedings of ISRS 2007
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• pp.486-488
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• 2007

The Grid Reference System, which was firstly used in SPOT series, has been successfully adapted in KOMPSAT-1 and KOMPSAT-2 program, which identifies the geographical location to make image collection plans and manage the database of satellite images. Each Grid Reference System for KOMPSAT-1 and KOMPSAT-2 was designed based on system parameters related to each KOMPSAT-1 and KOMPSAT-2 and this fact leads to the need for the design of the Grid Reference System for KOMPSAT-3 (KGRS-3, hereafter), which reflects system parameters for KOMPSAT-3. The (K, J) coordinate system has been defined as the Grid Reference System for KOMPSAT-3 using heritages from KOMPSAT-1 and KOMPSAT-2 programs. The numbering of K begins with the prime meridian of K = 1 with running eastward on earth increasingly, and the numbering of J uses a value of J = 1000 at all points on the equator and begin with running northward increasingly. The Grid Reference System for KOMPSAT-3 is to be implemented in Ground Segment of KOMPSAT-3 system.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 1998년도 Proceedings of International Symposium on Remote Sensing
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• pp.349-354
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• 1998

The grid reference system (GRS) has been useful for identifying the geographical location of satellite images. In this study we derive a GRS for the KOMPSAT Electro-Optical Camera (EOC) images. The derivation substantially follows the way that SPOT defines for its GRS, but incorporates the KOMPSAT orbital characteristics. The KOMPSAT EOC GRS (KEGRS) is designed to be a (K,J) coordinate system. The K coordinate parallel to the KOMPSAT ground track denotes the relative longitudinal position and the J coordinate represents the relative latitudinal position. The numbering of K begins with the prime meridian of K=1 with K increasing eastward, and the numbering of J uses a fixed value of J=500 at all center points on the equator with J increasing northward. The lateral and vertical intervals of grids are determined to be 12.5 km about at the 38$^{\circ}$ latitude to allow some margins for the value-added processing. The above design factors are being implemented in a satellite programming module of the KOMPSAT Receiving and Processing System (KRPS) to facilitate the EOC data collection planning over the Korean peninsula.

• 한국공간구조학회논문집
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• 제14권1호
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• pp.93-99
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• 2014

Deployable structure is a system on which the study is being actively performed in various fields including architecture field. However, There is little study which can enhance the practicality since the interpretation condition is difficult as the unstable structure in the architecture field. In this study, the Scissors system has been focused on among the Deployable structure. The structure was developed using the Scissors system and the Mock-up test was performed. Through this, the unfolding method was proposed and the practicability was surveyed through the specific design of the Test model. Also, the structure stability was reviewed through structure analysis of Mock-up test model. and stabilizing method was proposed.

• 한국측량학회지
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• 제16권2호
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• pp.299-309
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• 1998

국가평면좌표계는 GIS/LIS의 구축에 있어 가장 기본적인 요소이며 위치정보를 나타내는데 기준이 되고 있다. 우리나라의 국가기본도에서는 1910년대에 동경원점을 기준으로 하는 3개의 평면좌표계를 채택하고 Gauss-Schreiber 투영법을 적용한 바 있으며 그 후 Gauss-Kruger 투영법으로 변경되었다 본 연구에서는 토지조사사업에서 구축된 기존의 지도좌표계의 계산체계와 투영법에 있어서 불명확함으로 인하여 내재되어 있는 구조적인 문제점을 분석하고 10.405"에 대한 처리방안을 제시하고자 하였으며, GIS/LIS에서 공간데이터의 관리와 GPS의 활용에 적합한 새로운 수치지도 좌표계의 도입을 위하여 외국의 사례를 분석하고 검토하였다. 새로운 지도좌표계는 한반도 전역을 포괄할 수 있도록 경도 $127^\circ\;30'$ 을 중앙자오선으로 하고 TM 투영법에 의한 단일좌표계로 설정하는 방안이 제시되었으며, 지구중심좌표계에 의한 GRS80타원체를 채택할 것을 제안하였다.안하였다.