• 한국BIM학회 논문집
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• 제5권4호
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• pp.11-22
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• 2015

Government efforts for green growth policy initiatives demand low-carbon technologies in the road construction industry. The purpose of this paper is to develop an algorithm of a road alignment design solution for establishing the multi-dimensional information, and to calculate carbon emission quantity due to the geometric design elements in the planning phase of road alignment. The paper developed a calculation method for carbon emission quantity by drawing a speed profile reflected in the operating speed, acceleration and deceleration, which are majors factor of carbon emissions while driving and by applying a carbon emission factor. From this effort, it enabled alignment planning to reduce carbon emission. Object-based parametric design methods of the cross-sections were proposed for alignment planning, and the paper demonstrated a BIM-based road alignment planning solution. The proposed solutions can provide multi-dimensional information on carbon emission quantity and cross section elements through driving simulation. It is expected to allow construction of eco-friendly roads by deriving optimal road alignment to minimize environmental costs.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.1130-1137
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• 2022

The Industry Foundation Classes (IFC) provides standardized product models for the building construction domain. However, the current IFC schema has limited representation for infrastructure. Several studies have examined the data schema for road and highway modeling, but not in a sufficiently comprehensive and robust manner to facilitate the overall integrated project delivery of road projects. Several discussions have focused on slope engineering for road projects, but no solution has been provided regarding the formalized parametric modeling up to now. Iterative design, analysis, and modification are observed during the process of slope design for road projects. The practitioners need to carry out the stability analysis to consider different road design alternatives, including horizontal, vertical, and cross-section designs. The procedure is neither formalized nor automated. Thus, there is a need to develop the formal representation of the product and process of slope analysis for road design. The objective of this research is to develop a formal representation (i.e., an IFC extension data schema) for slope analysis. It consists of comprehensive information required for slope analysis in a structured manner. The deliverable of this study contributes to both the formal representation of infrastructure development and, further, the automated process of slope design for road projects.

• 대한공간정보학회지
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• 제12권2호
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• pp.11-15
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• 2004

본 연구의 목적은 GSIS를 이용하여 3차원 동영상 도로 시뮬레이션에 관한 연구이다. 이를 위하여 제주도 남부의 해안선 지역을 설정하여 3차원도로 설계를 실시하였다. 사용된 자료는 1/5,000수치지도와 현지측량자료를 사용하였고, 도로시뮬레이션은 소프트웨어 microstation CAD, Inroads를 이용하였다. 해안도로의 특성상 도로주변의 식재인 꽃과 나무 등을 삽입하여 경관을 고려한 3차원 도로가 이루어지도록 설계를 시도하였다. GSIS기술을 이용하여 설계된 도로는 3차원 시뮬레이션이 성공적으로 이루어 졌으며, 특히 도로의 전진주행 및 후진주행 등을 선택하여 산악도로의 경관을 평가할 수 있어 본 연구의 결과는 실제공사 시 해안도로경관 시뮬레이션에 적용할 수 있을 것으로 판단된다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1997년도 추계학술대회 논문집
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• pp.265-268
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• 1997

In the recent day, fatigue life prediction techniques play a major role in the design of components in the ground vehicle industry. Full scale durability testing in the laboratory is an essential of any fatigue life evaluation of components or structures of the automotwe vehicle. Component testing is part~cularly important in today's highly competitive industries where the design to reduce weight and production costs must be balanced with the necessity to avoid expensive service failure. Generally, multi-axial road simulator is used to carry out the fatigue test and the vibration test. In this paper, the algorithm and software to realize the real road profile are developed. The validity of the software are verified by applying the belgian road, the city road, the highway, and the gravel road. The results of the above experiment show that the real road profiles are realized well after loth iteration.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.454-457
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• 2007

이 논문은 도로의 침수를 방지하기위하여 집주정 스틸 그레이팅의 설계 방안을 검토하였다. 현재 사용되고 잇는 스틸 그레이팅은 단지 모양만을 고려하여 사용하고 있으며, 차량 하중 등에 대한 고려를 하지 않고 있다. 따라서, 도로설계시 반드시 하중에 대한 검토와 도로표준시방서 등의 검토해야 한다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.413-416
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• 2007

To construct road spatial information database, it is the main object of this study that an analysis of road factors and furthermore this is used to the rescue activities in case of urban disasters. When urban disasters such as earthquake or explosion cause fire and collapses people of the affected region happen to evacuate. But only to manage roads and monitor traffic volume, the road data is designed and managed using digital topographic map so it is short that the design of road spatial data to prevent disasters. In this study, we tried to suggest the evaluative factors of evacuation to design database : road width, traffic volume, the fixed or movable obstacles installed, the surrounding environments that dominate the land-use planning, the uses, materials, structures, sizes, and densities of the buildings. Thus, these could provide fundamental data to determine the disasters management planning for evacuation and rescue activities, to evaluate the riskiness, and to draw up hazard information map.

• 대한교통학회지
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• 제9권2호
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• pp.41-56
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• 1991

The aim of this research is designing road lighting installations(arrangement, mounting height spacing and overhang) which produce a certain level and distribution of luminance together with minimal glare. These can be varied over a limited range for a given luminance and road surface to achieve the required installation performance. In Korea there are no code of practice which lays down recommended performance criteria (Lavg, Uo, Ul, G, TI) with practical design guidance on how to achieve them. In case study design rules and current installation of road lighting in daegu city are analysed. The core of research are suggesting a new performance criteria and providing a set of table giving the maximum lognitudinal spacing between successive luminaires. The result of this research prescribes the combination of height and spacing for various road widths and arrangements which will achieve a specified minimum performance on straigt roads for particular luminaire and a particular road surf-ace.

• 한국소음진동공학회논문집
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• 제15권4호
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• pp.375-381
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• 2005

The purpose of this study is to obtain a foundation data for chassis design and road noise reduction of automobiles. Using the combination of the automobile, radial tires and instrumentation equipment, experimental investigation were carried out to examine the characteristics of the structural vibration of tire as the key to obtaining the effective parameters for reducing road noise. From the results of experimental studies it has been confirmed that the existence of important frequency ranges, which were attributable to the suspension and chassis system. The tire, axle and chassis natural frequency of automobile govern the road noise. Results that material property of tire and experimental condition are parameter for shifting of tire natural frequency, which enables a designer of an automobile to foresee the influence of the various design factors on the road noise.

• Spatial Information Research
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• 제10권3호
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• pp.469-480
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• 2002

현행 노선선정시 1:5,000 축척의 수치지도를 이용하여 계획, 검토하고 있으나, 수치 지도는 수정, 갱신주기가 원활치 못하여 급속한 개발에 따른 지형·지물의 변화 등이 반영되지 않아 실제와 상이한 부분들이 존재한다. 이에 대한 대안으로서, 본 연구에서는 기존 노선계획 방법에 의해 수치지도를 기본자료로 사용하여 노선선정을 한 후, 이를 IKONOS 위성영상과 중첩하여 지형·지물의 사실적 표현을 통한 문제점을 파악하고, 이에 따른 노선변경을 하였다. 이로써 기본설계의 질적 내실화와 지형에 맞는 합리적인 도로의 선형을 도출할 수 있었으며, 차후 실시설계 단계에서의 노선변경을 미리 예방함으로써 경제성을 도모할 수 있었다. 한편, IKONOS 영상의 기하학적 보정에 있어서 지상기준점 수가 충분할 경우에는 TPS(Thin Plate Spline)변환을 효과적으로 활용할 수 있음을 알 수 있었다.

• 한국측량학회지
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• 제21권4호
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• pp.293-299
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• 2003

미래의 도로설계는 첨단정보이용에 편리하고, 자동차 항법체계에 맞추어 차량유도기능을 극대화할 수 있는 선형설계가 필요하다. 따라서 기존 도로의 도로개량설계를 위해서 도로선형에 대한 정회한 분석이 필요하며, 도로설계도와 주요점의 좌표가 필요하게 된다. 본 연구에서는 도로 선형에 대한 정확한 분석을 실시하기 위해서 RTK-GPS로 정보를 획득하였고 토탈 스테이션과 비교 검증하였다 이를 바탕으로 설계좌표와 RTK-CPS 좌표를 비교하여 그 정확도를 평가하였다. 또한 GSIS 개념의 3차원 시각정보를 통해 고도의 변화율, 경사도, 사면의 요철형태를 분석하였다. 마지막으로 토탈스테이션과의 비교로 토공량 산정에서의 비교 고찰도 병행하였다.