• 한국측량학회지
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• 제37권2호
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• pp.91-97
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• 2019

In automatic map generalization, the formalization of cartographic principles is important. This study proposes and evaluates the selection method for road network generalization that analyzes existing maps using reverse engineering and formalizes the selection rules for the road network. Existing maps with a 1:5,000 scale and a 1:25,000 scale are compared, and the criteria for selection of the road network data and the relative importance of each network object are determined and analyzed using $T{\ddot{o}}pfer^{\prime}s$ Radical Law as well as the logistic regression model. The selection model derived from the analysis result is applied to the test data, and road network data for the 1:25,000 scale map are generated from the digital topographic map on a 1:5,000 scale. The selected road network is compared with the existing road network data on the 1:25,000 scale for a qualitative and quantitative evaluation. The result indicates that more than 80% of road objects are matched to existing data.

• Korean Journal of Geomatics
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• 제1권1호
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• pp.15-20
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• 2001

In this study, several basic data for road design and GIS data were used for selecting the optimized road alignment database system. The cut and fill volumes were compared with existing manual road design method through the analysis and data application in this database system. We solved and estimated objective, economic, environmental and technical problems caused in road construction comparing existing manual method with the road alignment which was selected in GIS automatically. Also, we performed three dimensional simulation with the existing road design program and simulation of virtual reality through Virtual GIS. This study showed the method in selecting the optimized road alignment through the analysis and comparison of the selected road alignment. The goal of this study is comparison and analysis of definite cut and fill volume and environmental problem after the road construction through analyzing and comparing the social, economic, technical and environmental aspect in the road alignments with various statistic data.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.471-474
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• 2007

On the road, geometric structure such as horizontal alignment, vortical alignment and crossing inclination ate important to explain characteristics of road and safety analysis. Especially, horizontal and vortical alignment are have to do with safety of covering. In existing road, for the safety analysis or alignment improvement and expansion pavement, it needs alignment factor of road. Alignment factor of road can be acquired by design drawing. But, design drawing can be not exist because of rack of facility management and national policy that centered to construction. And also, existing design drawing have a lot of differences in comparison with another existing design drawing cause of alignment improvement. In this case, for the precise analysis of alignment, 3-dimensional location information on the road centerline and acquisition of location information which related geometric structure are must to be preceded. In this study, therefore, it provide alignment factors which needed to alignment improvement and road safety analysis by acquisition of road space information and extraction of road centerline data using LiDAR data.

• 한국주거학회논문집
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• 제21권5호
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• pp.137-144
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• 2010

The purpose of this study is to clarify locational characteristics and the road systems of existing 22 old settlements in Cheongju downtown of Korea. These old settlements are classified largely into two types by geographical feature; Hill type located in ridge and Valley type in the valley from the ridge. The Hill type is further categorized into San-rock located on ridge and Gogae located on hillside, and the Valley type into closed large and small valley, that is, Daegok and Sogok by the shape and size of the valley. The road systems are classified into outer road, approaching road, inner road, and side road. In San-rock type villages, Inner road is changed side roads by new arterial road, and new ones become inner road. The outer road are almost cut off, but side roads maintain. In the case of the Gogae type, main road becomes inner road, maintain old hierarchical road, and in other cases, villages are formed around side roads derived from main road, and outer road and inner road are cut off. Among the Valley type, Daegok type maintains old hierarchical road, while for Sogok type, outer roads are cut off, and new roads are outer road.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1989년도 봄 학술발표회 논문집
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• pp.11-16
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• 1989

This paper presents a fatigue reliability model for the reliability-based evaluation of remaining fatigue life of existing rail-road bridges. It is demonstrated that the simple fatigue reliability model based on the Weibull distribution of fatigue life can be extended by incorporating various effects due to the rate of the train-traffic increase and in-service Inspections. The paper also suggests the system fatigue reliability analysis using an approximate formulation and 2nd-order bound solutions. The application of the proposed model to existing rail-road brdiges based on field load tests shows that it may be practically used for the assessment of fatigue reliability, remaining life, and in-service inspection scheduling of existing rail-road bridges.

• 한국전기전자재료학회논문지
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• 제37권3호
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• pp.314-321
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• 2024

Low road lighting is a lighting device that complements the shortcomings of existing pillar-type street lights. It is a lighting device that emits light from the side of the road surface and adjusts the luminance of the road surface like a light carpet. In this paper, to achieve full commercialization, we analyzed the luminance of the installed road surface and studied whether lighting could replace existing road lighting. In this study, the LMK (Luminance Measurement Camera) LABSOFT program was used to measure and analyze the surface luminance of road lighting, and the RELUX program was used to evaluate and analyze the simulation performance to determine light-based lighting conditions. A study was conducted to determine whether replacing pillar-type road lighting with low-level road lighting in a real environment would ensure comfortable and safe night vision for drivers at night.

• 한국터널지하공간학회 논문집
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• 제13권1호
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• pp.33-50
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• 2011

최근 기존 도로의 확장에 대한 요구와 논의가 많아지고 있어 도심지와 산악지에 위치한 기존 터널의 확장에 대한 관심 또한 증가하고 있다. 터널 확장 계획 시에는 기존 터널을 최대한 활용한 시공방법과 안정성의 확보 방안에 대한 연구 및 고찰은 필수적이다. 본 연구에서는 시공 중인 2차로 도로터널의 3차로 확장 설계 내용을 이용하여 터널 확장시 주요 고려사항인 선형 계획, 터널 확장 방안, 굴착 방법, 보강계획 등을 제안하였다. 본 연구를 통하여 향후 터널 확장 설계시 보다 나은 기술적인 접근을 위한 방향제시 및 기술 향상을 도모할 수 있을 것으로 판단된다.

• 한국주거학회논문집
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• 제22권2호
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• pp.91-99
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• 2011

The purpose of this study is to clarify the transitional process of spatial configuration of 'Topdong Yangdalmal'; One of the existing 22 old settlements in cheongju city. The results are as follows. 1) Side roads are derived from Inner road until 1970, so large-scale lots are subdivided small-scale lots. The houses are mostly in 1970s and 1980s. The existing old houses are 11, their orientation are East South, and the entrance gives on side road. The orientation, court yard, and entrance of the houses nearby side roads keep ongoing, in spite of alteration and extension. Especially, Entrance is changed by the new arterial roads and subdivided lots, but, the houses nearby side roads are continued as in the past. 2) The newly built houses in 1970's are 20, and it's arrangements are equal to existing old one. The orientation of houses after 1980's is the same in 1970's. But, the entrance is changed by subdivided lots, and the size of the court yard are reduced or disappeared. In other hand, the houses as the same size of the existing houses, and Storyincrease continue court yard as in the past. Therefore, the houses which are nearby inner road, and increase story, are continued, in spite of the newly built one.

• 한국산학기술학회논문지
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• 제14권2호
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• pp.905-910
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• 2013

도로시설물은 지속적인 차량의 통행, 과적차량, 교통사고 등으로 인해 훼손 및 파손의 가능성이 높으며, 도로에 설치한 우수맨홀, 하수맨홀 등은 주기적인 도로 포장 시 기능 저하를 초래할 수 있다. 따라서 도로시설물 DB구축을 통한 관리 및 효율적인 갱신 방안이 필요하다. 이에 본 연구에서는 효율적인 도로시설물 DB 구축 및 개선을 위해 DGPS 카메라를 활용하였다. 기존 도로시설물 DB 구축 결과와 비교 분석을 수행하여 도로시설물 DB 구축에 요구되는 허용정확도를 만족시킴으로써 DGPS 카메라의 적용성을 제시할 수 있었으며, 공정분석을 통해 기존의 토털스테이션에 의한 DB 구축 공정을 개선할 수 있었다. 또한 수치지형도 상에 도로시설물의 영상을 추가할 수 있는 모듈과 구글어스 영상 기반의 KML Builder를 개발함으로써 주변 지형과 도로시설물에 대한 현황파악이 가능하도록 기존의 도로시설물 DB를 개선하였다. 향후, 지자체의 공간자료와 DGPS 카메라 영상을 활용한 연구가 이루어진다면 다양한 정보를 제공하는 도로시설물 서비스가 가능할 것이다.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2002년도 학술대회지
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• pp.379-384
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• 2002

도로 건설 프로젝트는 대규모의 자본과 공기가 소요되는 프로젝트이다. 본 연구에서는 도로 프로젝트의 타당성분석 시스템 요소 기술 고찰과 기존의 타당성분석 자료를 통해 현행 방법의 문제점을 도출하고 이에 대한 개선 방안으로는 프로젝트별 정보축적을 통한 타당성 정보모델 구축을 제안하고자 한다. 이는 합리적 의사결정을 지원할 뿐 아니라 프로젝트 진행과정에서 발생 가능한 리스크를 초기 예측함으로서 프로젝트의 효율적 수행을 도울 것이다.