• Proceedings of the Korea Inteligent Information System Society Conference
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• 2001.06a
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• pp.369-376
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• 2001

도심지에서 자주 발생되는 교통체증의 문제를 효과적으로 해결하기 위해서는 교통 상황을 신속하고 정확하게 진단하며, 이를 바탕으로 최대한의 효율을 얻을 수 있도록 교통 신호체계를 수립하는 것이 중요하다. 본 논문에서는 '병렬기반 미시적 교통류 시뮬레이션 시스템'을 활용하여 교통상황을 정확하게 모델링한 결과정보를 추출하고, 이를 바탕으로 교통상황을 종합적으로 진단할 수 있는 '교통류 시뮬레이션 평가 및 진단 시스템'을 제시한다. 교통상황에 대한 시뮬레이션 결과정보를 쉽게 분석할 수 있는 교통류 시뮬레이션 평가 및 진단 시스템을 개발하기 위하여, 교통상황의 해석에 필요한 제반 문제와 원인들의 인과관계를 파악하여 규칙화하고, 이를 바탕으로 규칙 기반추론 기법을 적용할 수 있도록 전문가시스템을 도입하였다. 또한 효율적인 진단을 위하여 시뮬레이션 결과정보로부터 구한 정량적인 각종 평가 지표를 정성적인 측면에서 재평가하여 사유할 수 있도록 fuzzy 기술을 도입하였다. 아울러 교통류 시뮬레이션 평가 및 진단 시스템의 결과는 최적의 신호체계를 수립하는데 활용될 수 있도록 하였다. 서울광역시 과천 주변의 8 개 교차로를 포함하는 교통망에 대한 교통정보를 바탕으로 실험해 봄으로써 사용자가 복잡한 교통망에 대해 보다 효과적으로 교통흐름을 분석하여 정체원인을 실시간으로 판단할 수 있는 가능성을 보여준다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.4C
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• pp.129-137
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• 2012

With the increase in infrastructure needs and tunnel construction, more complicated geometries have come to light, especially in cross tunnel design and construction. The major factors to influence existing tunnels are spacing between tunnels, relative position, size of the new tunnel, construction techniques, topographic and geologic conditions, structure, and alternative construction. In this study, settlement from an excavation for a new tunnel near an existing tunnel, settlement from a change in position of the new tunnel relative to an existing tunnel, and the distribution of deformations of the existing tunnel as a result of excavating the cross-location are analyzed through laboratory model tests. As the results, in condition of the new tunnels go through below the existing tunnel, not only analysed through the standard of the diameter of the tunnel, so it would need to set up to strengthen the field within each side of the 1D, but also determined the part of the cross in the existing and the new tunnel, should implement the reinforcement from the part of new tunnel to the existing tunneling influence of excavation.

• The Journal of the Korea institute of electronic communication sciences
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• v.9 no.3
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• pp.387-392
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• 2014

Now a days, there are various application functions to transmit from vehicles to the Internet and vice versa. And the communication can be operated through a roadside infrastructure including with possible use of routing protocols. Specifically, autonomous vehicles for remote driving and monitoring requires transmitting of high depth of multimedia such as video. Especially in a populated urban area, an efficient network is vital because of handling a great amount of the data. Therefore, in this paper, efficient network topology for a crossroad in urban area is suggested by performance evaluation of vehicular networks using a wireless LAN and a routing protocol. For the performance evaluation, various vehicular network topologies are designed and simulated in OPNet simulator.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.19 no.6
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• pp.222-234
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• 2020

Autonomous vehicles are equipped with a wide rage of sensors such as GPS, RADAR, LIDAR, camera, IMU, etc. and are driven by recognizing and judging various transportation systems at intersections in the city. The accident ratio of the intersection of the autonomous vehicles is 88% of all accidents due to the limitation of prediction and judgment of an area outside the sensing distance. Not only research on non-signalized intersection collision avoidance strategies through V2V and V2I is underway, but also research on safe intersection driving in failure situations is underway, but verification and fragments through simple intersection scenarios Only typical V2V failures are presented. In this paper, we analyzed the architecture of the V2V module, analyzed the causal factors for each V2V module, and defined the failure mode. We presented intersection scenarios for various road conditions and traffic volumes. we used the ISO-26262 Part3 Process and performed HARA (Hazard Analysis and Risk Assessment) to analyze the risk of autonomous vehicle based on the simulation. We presented ASIL, which is the result of risk analysis, proposed a monitoring concept for each component of the V2V module, and presented monitoring coverage.

• Proceedings of the KOR-KST Conference
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• 1998.10a
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• pp.510-519
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• 1998

사회전반에 걸친 물류단지의 필요성에 대한 인식은 날로 높아지고 있으나, 물류단지의 입지를 정작 어느 곳으로 할 것인가에 대한 연구는 거의 없는 실정이다. 본 논문에서는 물류단지의 입지를 결정하는 여러 요인들 중 일반적으로 계량화 작업이 많이 이루어진 수송비와 ,대규모 개발 사업시 가장 먼저 고려해야 하는 토지보상비를 결정하는 지가를 물류단지의 입지를 결정하는 입지비용이라 가정하고, 현재 화물수송이 가장 많이 이루어지고 있는 경부고속도로축을 중심으로 입지비용을 결정하는 지가와 소송비의 산출을 위한 근거를 제시하며, 이를 설명할 수 있는 지가와 수송비의 모형을 지가와 수송비의 산출을 위한 근거를 제시하며, 이를 설명할 수 있는 지가와 수송비의 모형을 개발하여, 이 모형을 토대로 물류단지의 규모와 서울도심에서의 거리의 변화에 따라 물류단지의 입지가 어떻게 변화하는 가를 밝혀, 물류단지의 최적입지를 제시하는데 그 목적이 있다. 본 논문의 결론을 요약하면 다음과 같다. 1) 물동량의 증가에 따라 수송비가 증가하고, 물동량을 처리하기 위한 소요부지면적이 증가하면, 지가와 수송비의 교차구간은 도심에서약 15~20km 떨어진 구간에서 형성되고, 이 때의 최적입지는 물동량과 소요부지면적에 상관없이, 도심에서 약 60km 떨어진 안성군 및 평택시지역(경부고속도로 주변지역에 한함)이 최적입지로 분석되었다. 2) 수송비와 지가, 건설비와의 장래 20년을 기준으로 한 누적비용분석결과 0~40km 구간의 경우 수송비의 누적비용이 지가와 건설비의 누적비용을 초과하지 않으며, 수송비의 누적비용이 지가와 건설비의 누적비용을 초과하는 기간이 가장 빠른 것은 물류단지가 50~55km 구간과 60~65km 구간에 입지 하였을 경우로, 이 구간에서의 수송비 누적비용이 지가와 건설비의 누적비용을 초과하는 기간은 9년 후인 2004년으로 분석되었다. 이는 도심과 인접한 지역의 경우 물류단지가 입지하지 못하는 것은 물류단지의 건설에 따른 수송비의 절감이 물류단지 건설에 따른 지가 및 건설비에 대한 비용부담에 못 미치기 때문인 것으로 분석되었으며, 화물의 특성상 불가피하게 도심지역과 가까운 곳에 물류단지의 입지를 고려해야 할 경우, 물류단지 조성시 정부에서의 세금완화, 물류단지 조성가능지역 설정, 지가에 대한 보조 등 정책적인 지원대책이 필요할 것으로 판단된다. 3) 입지 비용중 수송비를 누적시킨 수송누적비용과 지가와의 비교분석결과 수송비를 5년, 10년 누적시켰을 때 이 물류단지의 최적입지는 도심에서 약 60km떨어진 곳으로 분석되었으며, 수송비를 20년 누적시켰을 경우 물류단지의 최적입지는 도심에서 약 50km떨어진 지점의 물류단지의 최적입지로 분석되었다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.1
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• pp.703-712
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• 2015

This paper proposes the UIGRP, which can tackle the problem of the network disconnection and packet transmission delay caused by turning vehicles frequently in an urban intersection. The UIGRP was designed as follows. First, it calculates the direction of vehicles using the moving direction of vehicles and the location of a destination. Second, it makes the RSU measure the density of an urban intersection. Third, the TGF Algorithm in the UIGRP decides the data transmission paths by setting as an intermediate node, not only the vehicle that is moving in the direction where a destination node is located, but also the node that has the highest density. The TGF algorithm using a moving direction and density minimizes or removes the occurrence of local maximum problems that the existing Greedy Forwarding algorithm has. Therefore, the simulation result shows that UIGRP decreases the occurrence of local maximum problems by 3 and 1 times, and the packet transmission time by 6.12 and 2.04(ms), and increases the success rate of packet transmission by 15 and 3%, compared to the existing GPSR and GPUR.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.5
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• pp.823-837
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• 2018

Congestion of the city with the rapid industrial development was accelerated to build complex social infrastructure. And numerous structures have been designed and constructed in accordance with these requirements. Recently, to solve complex urban traffic, many researches of large-diameter tunnel under construction downtown are in progress. The large-diameter tunnel has been developed with a versatile double-deck of deep depth tunnel. For the safe tunnel construction, ground reinforcement methods have been developed in the weakened pillar section like as junction of tunnel. This paper focuses on evaluation of the effects of new developed ground reinforcement methods in double-deck junction. The values of reinforcement determined from the existing and developed methods were compared to each other by numerical simulation.

• Journal of the Korean Association of Geographic Information Studies
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• v.19 no.3
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• pp.89-101
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• 2016

This study examined spatial disposition of wildlife highway mortality using road-kill GIS database and Naver panoramic 360 degree views to find out which habitat and road variables most influenced road-kill numbers for each mammal species and how the landscape and road elements are connected on highway. Road-kills on Yeongdong(YD) and Jungbu highway(JB) generally tended to be higher in natural barren, grassland and cropland due to its value of preferred habitats of nocturnal and multihabitat species like water deer(Hydropotes inermis argyropus), raccoon(Nyctereutes procyonoides) and hare(Lepus coreanus). Land cover in YD showed no difference between species (p=0.165) while JB did by species (p=0.001). This may be explained by disparate landscape between mountain and urban or the fact that YD in long term operation might have enabled consistent crossing pattern compared to JB experiencing continuous extension works which may in turn have deviated the road crossing. Although road-kill prevention effect of local topography alone was appreciable, compared to less significant or ineffective fence and guardrail, gentle slope declining in a direction to the road turned out to offset the preventive effect of juxtaposed fence. Furthermore, green patches on road near intersection were deemed a visual stepping stone facilitating wildlife attempted crossing and local roads juxtaposed with a highway were especially left defenceless to road-kill without road barriers.

• The Journal of Korea Institute of Information, Electronics, and Communication Technology
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• v.9 no.6
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• pp.559-565
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• 2016

For the purpose of the research, it is analyze the influence traffic Signal Progression on a CBD by expansion of Permissive Left-Turn on the advanced traffic management system program compared with traffic response control For this, divided a average distance between intersections, a traffic network on five district in four city. As the result, Volume of the traffic management system on a advanced traffic management system program compared with traffic response control is effective in traffic signal cycle 160sec 286car per lane, in 140sec 308car, 120sec 264car. As well, for a traffic network as the length of a traffic network 2.0~3.0km, under 2.0km, all of traffic signal cycle(160sec, 140sec, 120sec) a passing band and stop is more effective. But the traffic management system on traffic response control compared with the traffic management system on a advanced traffic management system program is effective in the length of a traffic network over 5.0km. For the efficiency of traffic signal system manage, it should be runned the traffic management system on traffic response control in addition to the traffic management system on a advanced traffic management system program on CBD. As the result of simulation the business in chungju-si, the travel speed of the traffic management system on a advanced traffic management system program is 41.2km/h and the travel speed of traffic response control is 37.5km/h. Therefore, it should be runned per length of a traffic network the traffic management system on traffic response control in addition to the traffic management system on a advanced traffic management system program on CBD.

• Journal of Korean Port Research
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• v.10 no.2
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• pp.91-101
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• 1996

Today transportation problems are severer with the increase of the vehicles and travel demand in urban areas, but could not be completely solved with only the expansion of the new transportation facilities. Because the expansion of the new transportation facilities are limited in urban areas. As one of the Transportation System Management(TSM) techniques in this study, the simulation results of the existing signal systems which were operated based upon the peak time periods for increasing the efficiency on the pretimed signalized intersections(PSI) during the different time periods : the AM on-Peak, the AM off-Peak, the PM off-Peak, and the PM on-Peak, were as follows : i) There was no distinct difference in the total traffic volumes concentrated on the signalized intersections during the different time periods, but a considerably big difference in the directional traffic volumes for those time periods. ii) There were about 53% reduction of the average delay and 51% reduction of the fuel consumption when applying the different signal systems to the different time periods regardless of the CBD and Non-CBD. iii) There were about 36% increase of the average delay and 33% increase of the fuel consumption when applying the same signal systems during the peak time periods to the different time periods regardless of the CBD and Non-CBD. Based on the above results, it was concluded that constructing the different signal systems for the different time periods would be better than construction the same ones for those periods on the pretimed signalized intersections in urban areas.