• The Journal of the Korean dental association
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• v.32 no.11 s.306
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• pp.805-814
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• 1994

균질화기법을 적용하여 치과 임플란트 시스템에 대한 미세응력해석을 수행하였다. 균질화기법은 하악골내의 해면골과 같은 비균질 비등방성 구조체에 대한 물질모델을 설정하고 이를 이용하여 수치해석시 작은 계산량으로도 해면골조직의 미세단위까지의 응력해석을 가능케 하여준다. 균질화기법을 적용하여 계산된 해면골의 스트레스레벨은 기존의 방법으로 계산도니 수치보다 열배이상 높게 나타났는데, 이는 치과 임플란트 시스템의 응력상태에 대한 기존의 인식과 큰 차이를 보이고 있어 치과 임플란트 설계에 대한 전반적인 검토가 필요한 것으로 생각된다. 또한 균질화기법을 통하여 임플란트 시스템에 대한 측방력의 효과는 매우 크게 나타남을 확인할 수 있었고, 임플란트 시스템의 응력해석시 지나치게 단순화된 유한요소 모델을 사용함으로서 발생되는 오류가 지적되었다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2003.11a
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• pp.57-64
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• 2003

필지는 지번, 지목, 경계, 면적이라는 기본적인 구성요소를 가지고 있다. 그 가운데 토지의 가치는 대부분 지목에 의해 결정된다. 때문에 많은 수익이나 산출이 기대되는 용도로 토지를 이용하려는 욕구의 증가로 토지이용의 전환이 많이 이루어지고 있다. 결국, 이것은 토지의 불법형질변경, 난개발 등의 원인이 되고 있고, 지목불부합의 발생을 가중시키고 있다. 그러나 이에 대한 대처나 정리는 상대적으로 미흡한 편이다. 본 연구에서는 고해상도 위성영상과 수치지형도를 이용하여 지목을 기반으로 한 필지별 토지이용/토지피복을 분류할 수 있는 방법을 제안하였다. 그리고, 이렇게 분류된 필지별 토지이용/토지피복도와 편지지적도상의 지목을 비교·분석하여 지목불부합 정도를 통계적으로 측정하였다. 그 결과 연구지역의 불부합 정도에 대한 통계적인 해석이 가능하여, 향후 지적불부합지를 정량적으로 자동 해석할 수 있는 가능성을 제시할 수 있었다.

• Proceedings of the Korean Society of Computer Information Conference
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• 2020.07a
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• pp.7-9
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• 2020

현재 드론을 이용한 측량 기술은 '드론 사진측량' 방식이 일반적이다. '드론 사진측량' 방식은 드론의 고질적인 문제점인 배터리 문제와 모델링 시 시간이 오래 소요된다는 단점이 있다. 따라서 효율적이고 새로운 방식의 드론 측량 기법이 필요한 실정이다. 본 논문에서는 드론을 활용하여 수치지적의 경계점 좌표 기반의 새로운 측량 방식을 제안하여 경계 복원 측량의 효율성을 향상시키고자 한다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.19 no.4
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• pp.327-335
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• 2001

This paper present to how to make VGIS(Virtual Geographic Information System) using GIS and digital map. Because the development of the GIS has been 2-dimension in the last few years, viewpoint of the high-resolution image estimate was difficult. The geo-spatial information system has lots of errors in the policy decision and the principal decision making because it was displayed as 2 dimension map that the digital map and topographical map, geological map. agronomical map, cadastral map and underground facility map are expressed as a symbol practically in spite that it is spatial topography data. It is utilized as effective administration analyzing, all kinds of discussion, transportation and environmental effect evaluation, various kinds of building discussion and policy decision thorough researching the present condition of region as 3 dimension map using digital map and GIS when drafting and deciding all kinds of urban plaining so it is considered that errors of policy decision will be minimized.

• Journal of Information Management
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• v.23 no.1
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• pp.1-21
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• 1992

The importance of factual database is becoming larger and larger as the application of computer in design and processing is increasing. To follow up and support this demand and tendency, construction of factual database is necessary. The goal of this research project is to construct a factual database about the creep properties of high temperature materials. A factual database on the creep properties of 25 kinds of high temperature materials was constructed. Domestically produced data which were appeared in journals, theses, reports, etc., were collected and used as a input data source. Evaluation on these collected data will be done during the 2nd year of this project. In addition to this database construction, an experimental facility to produce creep crack propagation data was set up.

• Bulletin of the Society of Naval Architects of Korea
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• v.27 no.1
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• pp.63-72
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• 1990

The linear hydrodynamic forces, acting on a forced oscillating cylinder from its mean position on a free surface with a small amplitude, are calculated in the time domain. The integral equation method using a time dependent Green function is employed. The numerical results for the heaving and swaying circular cylinder are shown and give good agreements with others Furthermore it is shown that the use of the Green function, which is expressed by a series expansion or asymptotic expansion according to time range, reduces computing time greatly.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.18 no.2
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• pp.191-198
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• 2000

Digital photogrammetry in the implementation of GIS database plays an important role, with the demand for rapid data acquisition and quick updating. Here image matching represents a fundamental task of digital photogrammetry. No image matching algorithm provides a solution as complete as the one given by human vision which is reinforced by knowledge and intelligence capabilities. In this paper, if object space is smooth, we check the global similarity between a possible corresponding point pair and its neighbouring possible corresponding point pairs, detecting blunders; We define matching strength measurement. Besides this, we compute three-dimension coordinates of matching points by bundle adjustment method. Results of the test reveal that the proposed method can eliminate the incorrectly matched pairs efficiently and the accuracy of three-dimension coordinates of matching points come within an allowable error.

• Asia-pacific Journal of Multimedia Services Convergent with Art, Humanities, and Sociology
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• v.5 no.2
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• pp.223-230
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• 2015

Due to the conversion from the existing address system to road name address system, the versatility of the road name address from the public and private sectors is increasing gradually. Therefor, the reliability of the road name address basic map, of the default data is also an urgent need, this means the accuracy of the data. But, road name address basic map is production time due to the use of different map accuracy is to fall, so is also the situation insufficient of utilization. This study Construction of identify each attempt by the road name address basic map and analysis the location accuracy of road name address basic map. As a result, the RMSE of cadastral survey results showed that appears lower than the RMSE of digital map survey results. The judgment can be utilized as the basis for the proposed improvements for the road name address basic map.

• Journal of Korean Society of Steel Construction
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• v.30 no.2
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• pp.115-126
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• 2018

Internationally representative steel design standards have forbidden or limited the application of high-strength steels to tubular joints, partly because of concerns about their unique material characteristics such as high yield ratio. Most of design standards stipulate that for steels whose yield strengths exceed 355 or 360 MPa, the strength equations cannot be utilized or strength reduction factor below 1.0 should be multiplied. However, the mechanical background behind these limitations is not clear. Experimental testing of high-strength steel CHS (circular hollow section) X-joints recently conducted by the authors also clearly indicated that the current limitations might be unduly conservative. As a continuing work, extensive, test-validated numerical analyses were made to investigate the behavior of high-strength steel CHS X-joint under axial compression. Three steel grades covering ordinary to very high strength steels were considered in the analysis. Again it was found that the high strength penalty to the joint strength in current standards is too severe and needs to be relaxed. The high-strength steel joints under the effects of chord stress generally showed higher strength than the ordinary steel joints and their strengths were conservatively predicted by current standards. It is also emphasized that current format of the CHS X-joint strength equation does not reflect observed behavior and needs to be recast.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.15 no.1
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• pp.1-7
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• 1997

In the digital mapping for data base contruction, the positional information is used as an important tool in LIS/GIS(Land Information System/Geographic Information System) that is used for a facility management, urban/cadastral management as well as in spatial analysis. In this paper, for an error analysis of X, Y coordinates data on digital map, test area was classified by topography, density, and slope. The coordinates on topographic map were assumed as true values and they were compared with the coordinates on digital map. A result of the numerical test show that a vector data of line type had more gross error than vector data of polygon type. And, SME(stanadrd mean error) of urban or intermountain area had small values compared to that of suburban area in topography analysis. The SME of dense and middle zone had small values compared to that of loose zone in density analysis. In another slope analysis. the SME of steep of gentle slope had small values compared to that of flatland.