• 한국산학기술학회논문지
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• 제15권2호
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• pp.1195-1203
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• 2014

최근 표준으로 등록된 IFC(Industry Foundation Classes)4는 건축시설의 형상요소 표현에 한정될 뿐 도로, 교량 및 터널 등의 토목시설에 대한 형상표준을 정의하고 있지 않아 여전히 토목 형상모델의 교환을 위한 상호운용성에 제약이 있다. 특히 도로시설은 중심선형에 따라 모델링되는 선형적 특성을 가지며, 프로젝트 별로 형상이 서로 상이하여 표준화된 도로정보모델을 구축하는 것이 곤란하다. 따라서 본 연구에서는 도로의 형상정보모델 개발을 위해 3차원 설계 프로세스 관점에서 도로를 구성하는 구조요소 및 속성을 도출하는 것이 목적이다. 이를 위해 본 연구는 도로설계를 위해 활용되는 도로설계편람, 지침, 시방서 및 기하설계 기준 등의 정보를 분석하여 도로 구조물의 형상 요소와 속성을 추출한다. 도출된 형상은 엔티티(Entity) 항목으로 정의하고 가상 도로모델을 통해 정의된 도로 형상모델의 위계구조를 검토한다. 도출된 도로의 세부 구조 요소 및 속성은 인프라 분야의 BIM(Building Information Modeling)환경을 구축하기 위한 3차원 형상정보로 활용되며, 도로의 구체적인 형상, 타입 및 속성을 세분화하여 도로분야의 IFC로 확장하기 위한 기초자료로 활용될 것으로 기대된다.

• 대한교통학회지
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• 제5권2호
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• pp.73-80
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• 1987

Various procedures for evaluation of traffic noise annoyance have been proposed. However, most of the studies of this type are restricted for improving traffic flow. In this paper, a method to predict the road traffic noise is proposed in terms of equivalent continuous A-Weighted sound pressure level (Leq), based on a probability model. First, distribution of the road traffic noise level are investigated. second, the weibull distribution parameters are estimated by using the quantification theory. Finally, a prediction model of the road traffic noise is proposed based on the weibull distribution model The predicted values of the Leq are closely matched the measured data.

• 한국철도학회논문집
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• 제8권5호
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• pp.439-443
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• 2005

The biggest challenge bridge agencies face is the maintenance of bridges, keeping them safe and serviceable, with limited funds. To maintain the bridges effectively, there is and urgent need to predict their remaining life from a system reliability viewpoint. In this paper, a model using lifetime functions to evaluate the overall system probability of survival of a rail road bridge is proposed. In this model, the rail load bridge is modeled as a system. Using the model, the lifetime of the rail road bridge is predicted.

• 융합정보논문지
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• 제11권7호
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• pp.14-20
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• 2021

겨울철 도로 결빙으로 인한 사고는 대부분 큰 사고로 이어진다. 이는 운전자가 도로의 결빙을 사전에 자각하기 어렵기 때문이다. 본 연구에서는 AutoML과 CNN의 앙상블 모델을 이용하여 도로교통 이머징 리스크를 정확하게 탐지하는 방법을 연구한다. 비정형 데이터인 이미지를 이용한 CNN 이미지 특징 추출 기반 도로교통 이머징 리스크 분류 모델과 정형 데이터인 기상 데이터를 이용한 AutoML 기반 도로교통 이머징 리스크 분류 모델을 각각 학습시킨다. 그 후 모델들에서 도출된 확률값을 입력하여 CNN 기반 분류 모델을 보완하도록 앙상블 모델을 설계한다. 이를 통해 도로교통 이머징 리스크 분류 성능을 향상하고 더 정확하고 빠르게 운전자에게 경고하여 안전한 주행이 가능하도록 한다.

• 농업생명과학연구
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• 제43권4호
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• pp.1-8
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• 2009

The physically based model KINEROS2 was applied to forest road segments for simulating hydrology and sediment production. Data on rainfall amounts, runoff volume, and sediment yields were collected at two small plots in the Yangpyong experimental watershed. The KlNEROS2 model can be parameterized to match the volume of surface flow and sediment yields during seven storm events. Model predictions of hydrology were in good agreement with the observed data at two plots in the year 1997 and 1998. A comparison between the observed and predicted sediment yields indicated that the model provided reasonable estimates, although the model tended to under-estimate for some storm events. The overall result shows that the KINEROS2 model properly represents the hydrology and sediment transport processes in the forest road segments.

• 한국도로학회논문집
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• 제15권6호
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• pp.103-111
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• 2013

PURPOSES : Previous Speed Profile reflects the patterns of speeds in sections of tangents to curves in the roads. However these patterns are uniform of speeds and Acceleration/Deceleration. In oder to supplement these shortcomings. this study made a new profile which can contain factors of Acceleration/Deceleration through theories of Previous Speed Profiles. METHODS : For sakes, this study developed the speed prediction model of Rural Multi-Lane Highways and calculated Acceleration/Deceleration by appling a Polynomial model based on developed speed prediction model. Polynomial model is based on second by second. Acceleration/Deceleration Profile is developed with the various scenarios of road geometric conditions. RESULTS : The longer an ahead tangent length is, The higher an acceleration rate in curve occurs due to wide sight distance. However when there are big speed gaps between two curves, the longer tangent length alleviate acceleration rate. CONCLUSIONS : Acceleration/Deceleration Profile can overview th patterns of speeds and Accelerations/Decelerations in the various road geometric conditions. Also this result will help road designer have a proper guidance to exam a potential geometric conditions where may occur the acceleration/deceleration states.

• 한국측량학회지
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• 제23권1호
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• pp.31-38
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• 2005

국가 기반시설로서의 도로의 중요성은 상당한 비중을 차지하고 있다. 이에 따른 도로의 신설과 유지관리 비용은 지속적으로 증가하고 있다. 이와 같은 도로관리에 대한 비용 문제를 해결하기 위해서는 기본지리정보를 통한 합리적이고 효율적인 데이터관리가 필요하다. 그러나 현재까지의 기본지리정보 연구는 각 기관별 항목중심으로 연구되어 많은 양의 데이터가 중복구축 되었다. 이에 따라 국토지리정보원에서는 국제표준에 맞는 기본지리정보 지침안을 제시하였다. 본 연구는 동일한 데이터 가공에 대한 비용과 반복구축에 대한 비효율성을 방지하기 위하여 교통분야 기본지리정보를 적용한 도로관리 데이터모델을 제시하였다. 또한 위의 기본지리정보에 의해서 데이터모델을 개발한 사례가 많지 않다. 그렇기 때문에 기본지리정보 데이터모델 지침안이 실제 주제별 데이터모델 구축시 클래스, 속성, 관계 등이 실제 적용하기에 적절한지 고찰하였고 도로관리 데이터모델 실제 적용하였다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.333-336
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• 2007

This paper is the environmental impact assessment of at road design in the light of the sense for the real from the virtual reality. For in this papers, This study developed 3D-model and virtual reality contents by suggesting the environmental impact assessment based on GIS in the road design. And, through this process, it's possible to visualize the environmental impact assessment by constructing the 3D-model and simulation. The 3D-model can be a method to show the road effectively by maximizing the road's shape visually after the construction. The main construction which composes polyhedron model that is generated from digital map and aerial photo is built by mapping the real texture, so the Sense for the Real was more heightened. Through this study, it must be made to shorten a long time exhausting period of conference and construct more real road after due scene consideration by specific and various low-cost strategy in the environmental impact assessment afterwards.

• 한국산업융합학회 논문집
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• 제9권4호
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• pp.285-291
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• 2006

A traffic accident is occurred by unbalance of reciprocal action of driver, vehicle and road conditions. To prevent the traffic accident, rapid and perfect road improvement is needed. But most of road improvement plans have insufficient budget. So decision maker has to determine the priority to invest. A model in this study, analyzing the effect of road conditions to the traffic accident, helps to decide the priority in road improvement. This study considered five danger indices ; 1) traffic volume, 2) speed variance, 3) vehicle mixing rate, 4) curved line radius, and 5) difference between design speed and running speed. Danger rate composed by five indices can be a scale of priority of improvement. The model in this study didn't consider all of factors about traffic accident. But this study can propose the methodology for traffic safety policy. For deriving the model, this study used data from highways in Korea and United States. Therefore the model has to apply the highways only.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2008년도 추계학술대회논문집
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• pp.709-714
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• 2008

The various computer programs are used in computer simulation of the traffic noise prediction. But the difference or problem of calculation method used for road traffic noise prediction is not exactly investigated. In this paper, Road traffic noise is predicted on the specific regions by using four prediction methods such as XPS31-133 model(France), RLS-90 model(Germany), ASJ RTN model(Japan) and FHWA model(U.S.A.), which are operated by a program named SoundPLAN, a program to predict road traffic noise. Those prediction values are compared with a measurement value. The results show that four prediction values for taraffic noise are a little different, because of various input factors according to the prediction methods.