• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.1
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• pp.29-34
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• 2010

The main objective of this research is to present the behaviors of precast concrete slab under moving wheel loads. The simulated moving wheel tester and precast concrete slab were designed for this research. In particular, a comparative analysis between the structural analysis and the moving wheel load test was evaluated in connection parts, deformation, bedding layer of concrete slab panels. In the comparisons of the test results from static and moving wheel loads, the maximum deformations were similar. It should be noted that the deformation of panel 2 from the static loading test was larger than that of other panels, while the deformations of panels 1 and 3 were more noticeable than that of panel 2.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2003.10a
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• pp.492-495
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• 2003

최근에 새롭게 출현하고 있는 텔레매틱스는 통신(telecommunication)과 정보과학(informatics)의 합성어로 무선망을 통한 음성 및 데이터 통신과 GPS을 기반으로 차량에 정보를 주고받음으로서 새로운 부가 서비스를 제공하는 기술을 의미한다. 텔레매틱스 무선 네트워크의 연결을 위해 여러 가지 통신방식이 사용되고 있으며 이동통신 기술의 발전에 따라 그 행보를 같이 하고 있다. 한편, 텔레매틱스 서비스의 중심에 있는 차량용 단말기는 이러한 여러 무선망과의 연결뿐만 아니라 위치기반 서비스, entertainment, 응급구조, office 서비스 둥을 지원하기 알맞게 설계 되야 한다. 본 논문에서는 이러한 요구에 부합할 수 있는 임베디드 시스템을 구현하여 제시하여 본다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.1D
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• pp.59-66
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• 2006

This study was to construct the linear density predictive models on the on-ramp junctions in urban freeway. From the analyses of the real-time traffic characteristic data, and the construction and verification of the linear density predictive models, the models showed a considerable explanatory power with the determination coefficients ($R^2$) of over 0.7 between the density and speed data. Also, they showed a considerably high correlativeness with the correlation coefficients (r) of over 0.8 between the calculated density data and the expected ones estimated by the models.

• Proceedings of the Korean Information Science Society Conference
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• 2006.10d
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• pp.217-222
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• 2006

VANET은 인프라의 도움 없이 차량 간 무선 에드 혹 네트워크를 구축하는 기술이다. VANET은 MANET과는 달리 고속의 이동성, 높은 차량 밀도, 잦은 토폴로지 변화등의 특징으로 인해 잦은 네트워크 단절과 네트워크 부하 증가 등의 문제들을 가진다. 특히 네트워크 단절은 VANET에서 응급메세지 전파 시간 지연 및 네트워크 연결성 저하의 주요 요인이다. 본 논문에서는 이러한 네트워크 단절을 해결하기 위해 적응형 전달노드 검색(ARNS : Adaptive Relay Node Search) 브로드캐스팅 알고리즘을 제안한다. ARNS는 네트워크 단절 발생 시에만 선택적으로 위험지역 외의 영역에서 노드를 재 검색함으로 낮은 네트워크 부하와 낮은 네트워크 단절율을 가진다. 또한 ARNS은 짧은 전송거리와 낮은 차량밀도에도 네트워크 단절에 강한 특성을 지닌다.

• International Journal of Highway Engineering
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• v.14 no.3
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• pp.173-182
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• 2012

Entry and exits of the rest area are sections where designed speed can be rapidly change and also a weak traffic safety section. In addition, two tasks can be performed simultaneously at entry of the rest area, particularly searching for deceleration and parking spaces/parking sides etc. Thus, design criteria is required in order to procure the stability of accessed vehicle. In case of Korea, geometric structure design criteria of entry facilities, such as toll-gate, interchange, junction etc was established. However there are no presence in a detailed standards for geometric structure of the rest area which affiliated road facilities. In this study, Derive problems in regards to the entry of geometric structure of resting areas by utilizing a sight survey and an investigation research of traffic accidents. The survey was targeting 135 general service areas. After Classifying the design section of resting areas' entry as well as derive design elements on each section, a speed measurement by targeting entry of rest areas and car behavior surveys were performed, then each element's minimum standard was derived through the analyses. According to the speeds at the starting/end point of entrance connector road, the minimum length of the entrance connector road is decided as 40m using Slowing-down length formula and based on the driving pattern, the range of the junction setting angle of the entrance connector road is defined as $12^{\circ}{\sim}17^{\circ}$. Suggest improvement plans for existing rest areas that can be applied realistically. This should be corresponded to the standards of entry and exit of developed rest areas.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.19 no.2
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• pp.62-73
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• 2020

Access management is aimed at preserving the road's high intercity mobility. In urbanized areas, immoderate acceleration lane-length requirements restrict the accessibility of land. Therefore, there are many opinions to revise the minimum acceleration lane-length requirement. For this purpose, it is important to diagnose the effects of slow vehicles on the mainline. This study analyzed a single merging vehicle's total delay occurrence depending on the mainline traffic flow rate and merging speed. A linear relationship was observed between the mainline traffic flow rate and total delay. As a merging speed increases gradually from 40km/h to 100km/h in 20km/h intervals, the total delay decreases by 5.0, 1.6, and 5.1 times, respectively. This shows that the ideal condition with the total delay is less than 0.5 vehicle·sec when there is no speed difference between the mainline and merging vehicle. On the other hand, given the one-second response time of drivers, the total delay occurrence was slightly low when the speed difference between the mainline and merging vehicle was less than 20km/h.

• Proceedings of the KIPE Conference
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• 2010.07a
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• pp.67-68
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• 2010

다중동력시스템은 하나의 엑셀에 두개의 모터를 연결하여 구동하는 시스템으로 차량의 부하가 적은 경우 한대의 모터로만 운전을 하고 경사로의 등판이나 화물의 양이 증가해 부하가 커지는 경우 두 대의 모터를 운전하는 병렬 동력원을 가지는 차량 제어 시스템을 말한다. 다중동력시스템에서 PMSM의 제어는 전류 제어와 속도 제어로 구현이 가능하다. 본 논문에서는 다중동력 시스템에 적용이 가능한 인버터에 대해 벡터 제어 알고리즘의 PSIM 시뮬레이션과 시험을 수행하여 제안한 제어기의 유용성을 검증하였다.

• Journal of the Society of Disaster Information
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• v.13 no.1
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• pp.73-80
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• 2017

In this study, the panel joint behavior by the vehicle load moving on precast panel is analyzed. The frame was made for loading and the behavior was determined by using each measuring device. The static response of the panel was examined and compared with the theoretical value, and it was found that the characteristics were very reasonable. In addition, acceleration, velocity, and displacement were measured for dynamic impact evaluation, and the characteristics of moving load were analyzed in the test. The vibration frequency of the panel was measured for the dynamic response by the moving load, and the vibration characteristic was considered to be sensitive to the range of the load. As a result, it is considered that the dynamic response of the connection part should be careful in design because the characteristics are different according to the connection method.

• Journal of Korean Society of Transportation
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• v.25 no.2 s.95
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• pp.73-81
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• 2007

The purpose of this paper is to perform a basic study on the interaction between lanes, which can be achieved through analyzing traffic breakdown at the microscopic level. Using aerial photographic data for the microscopic analysis, this study analyzed the characteristics of traffic flow at a merging area. This research produced aggregated traffic data such as flows, speeds, and densities in 30 second intervals by lane for the macroscopic analysis and individual headway data by lane for the microscopic analysis. The paper contains an analysis of lane characteristics through flows, speeds, densities, and headway variations and also investigates the influence of ramp flows on mainline flows with space-time diagrams. Firstly, the merging area in this study is divided into three sections: before-merging, during-merging, and after-merging. The transition process was analyzed at each lane. Secondly, the breakdown was observed in detail with data divided in 50-foot units. The breakdown was checked through the relationships between ramp and freeway mainline flows, various techniques were proposed to analyze the breakdown, and the formation of breakdown was introduced as three stages in this study. In the near future, the findings of this study could contribute to determining the dynamic capacity on freeways by easily understanding changeable traffic breakdown patterns over time and space.

• International Journal of Highway Engineering
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• v.11 no.1
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• pp.145-151
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• 2009

Current highway design standards is based on the safety under the free flow condition. The length of deceleration lane is also determined in terms of the deceleration distance which is necessary for the driers to adjust the vehicle speed from the speed limit on the main road to that on the exit ramp of the interchange. However, the queues are frequently developed on the deceleration, and the following vehicles to exit must decelerate on the main road. It may cause delay on the main road and traffic accidents. This study is to suggest a methodology to minimize such problems with the shock-wave theory. The queue length of exiting vehicles can be estimated by the design speeds, traffic volumes of main road and the exiting ramp, and the countermeasures to the operational problems. According to the results, the queue length can be shortened to 80% by upgrading the design speed of exit ramp as the amount of 10km/h. Fifty percent of queue length can be shortened by adding an additional lane on the ramp to two lanes.