• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2013.10a
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• pp.870-870
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• 2013

운송수단은 시대별로 요구되는 성능과 기술 수준 그리고 사용 가능한 에너지의 형태에 따라서 변화되어 왔습니다. 1900년대 초 전기자동차의 고질적인 제한적 운행 거리 문제는 내연기관의 발명으로 인해서 쉽게 해결되었다. 이 후 내연기관의 급속한 보급과 도심 과밀화로 인해서 공해 문제가 대두되었는데, 공해 문제 역시 배기 가스 환원 촉매의 발달과 자동차 전자 제어 기술의 발달로 대부분 해결된 상태이다. 최근에는 사용 가능한 화석에너지의 절대량 측면에서 하나의 커다란 시대적 전환점에 서게 되었다. 즉 아직도 사용 가능한 석유의 절대적인 양적 측면에서는 적당한 공급이 이루어지고 있으나 그 가격 면에서는 급격한 상승이 이어지고 있으며 이는 석유의 채굴이 점점 어려워지고 있음에 기인한다. 에너지의 현황을 객관적으로 살펴 보기 위해서 자동차에 있어서 절대적인 오일을 중심으로 그리고 통계자료 위주로 문제를 분석해 본다. 그리고 수소 연료 전지와 전기자동차 등 여러 가지 대체 에너지 운송기술이 많이 거론되고 있으나 널리 대중화 되고 있지 못하는 근본적인 문제점들이 어디에 있는지 분석해 본다. 이어서 소위 대체 에너지들이 자동차에 있어서 석유의 대체 수단으로 적합하지 않다면 과연 에너지를 가장 많이 쓰는 영역중의 하나인 운송 분야의 현재와 미래의 나아갈 방향은 무엇인지 그 해법을 생각해 본다. 석유를 대체할 에너지의 공급 방안이 충분하지 않다면 마지막으로 생각할 수 있는 것은 에너지의 소비 측면이다. 다행히도 그간 소비 측면의 개선 방안이 많이 소홀하게 취급되어져 왔다. 즉 에너지의 효율을 향상시킬 수 있는 여력이 충분하고도 많이 있다는 희망적인 소식이다. 이에 따라 에너지 효율 향상에 유용하게 사용할 수 있는 다양한 제어 기술을 소개한다. 에너지와 운송수단의 문제를 거시적이고 동시에 현실적으로 바라볼 수 있는 안목을 갖게 되기를 기대한다.

• 도로교통
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• s.97
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• pp.14-27
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• 2004

도로에 있어 교통량이 일정한 수준을 초과하여 증가되는 경우 통행시간과 운행비용이 과도하게 증대되는 혼잡현상이 발생하게 된다. 이러한 혼잡은 경제적 관점에서 추가분의 통행자가 기존 이용자의 통행비용을 증가시키는 유형으로 해석되고 있고, 이에 대한 대응으로 많이 사용되어 왔던 방법이 개별 통행자에게 다른 이용자들의 통행비용 증가분에 상응하는 요금을 혼잡통행료로서 부과하는 방법이다. 이와 같은 혼잡통행료는 국내의 경우 도심부로 진입하는 특정 도로에 국한하여 시행되는 것을 일반적인 것으로 인식하고 시행해왔으나(서울시 남산1, 3호 터널) 국외의 경우에는 환경보호 및 수요조절 측면에서 고속도로까지 확대 시행하고 있는 사례를 찾아볼 수 있다. 이에 본 연구에서는 국내의 고속도로 요금체계 현황에서 혼잡 통행료의 도입방안 및 가능성을 검토하고자 한다. 고속도로의 현행 통행료 부과 방법 및 제도를 고려할 때 통행요금에 혼잡통행료를 도입할 경우 1)시간대별 차등요금제, 2)폐쇄식 및 개방식 구간에서의 차등요금제, 3)노선별, 구간별 차등요금제, 4)요일별, 계절별 차등요금제를 고려할 수 있다. 현재의 고속도로에서 혼잡통행료를 도입할 경우 현행 이부요금제의 주행요금에 혼잡통행료 개념을 도입하는 것이 타당할 것으로 검토된다. 시간대별 차등요금제는 그 시간대를 주간(06시~24시)과 야간(24시~06시)으로 구분함이 타당할 것으로 판단되고 폐쇄식 구간의 경우 혼잡도를 고려한 주행요금을 이용거리에 비례하여 부과하며 개방식 구간의 경우 최단 이용거리를 기준으로 혼잡도를 고려한 주행요금을 부과하는 것이 타당할 것으로 판단된다. 또한 혼잡도를 고려한 주행요금을 부과하는데 있어 노선별, 구간별 차등을 두는 것이 바람직할 것으로 기대된다. 그러나 요일별 차등요금제는 주 5일 근무제가 확산됨에 따라 증가하는 비업무 승용차의 통행에 의해 고속도로의 비효율적인 운영이 발생할 경우를 제외하고는 적용하지 않는 것이 타당할 것으로 검토된다.

• Journal of the Korea Institute of Information Security & Cryptology
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• v.34 no.2
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• pp.217-228
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• 2024

LiDAR(Light Detection And Ranging) sensors, which play a pivotal role among cameras, RADAR(RAdio Detection And Ranging), and ultrasonic sensors for the safe operation of autonomous vehicles, can recognize and detect objects in 360 degrees. However, since LiDAR sensors use lasers to measure distance, they are vulnerable to attackers and face various security threats. In this paper, we examine several security threats against LiDAR sensors: relay, spoofing, and replay attacks, analyze the possibility and impact of physical jamming attacks, and analyze the risk these attacks pose to the reliability of autonomous driving systems. Through experiments, we show that jamming attacks can cause errors in the ranging ability of LiDAR sensors. With vehicle-to-vehicle (V2V) communication, multi-sensor fusion under development and LiDAR anomaly data detection, this work aims to provide a basic direction for countermeasures against these threats enhancing the security of autonomous vehicles, and verify the practical applicability and effectiveness of the proposed countermeasures in future research.

• Journal of the Korean Society for Railway
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• v.12 no.1
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• pp.16-24
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• 2009

In this study, fatigue crack growth rate of a cracked railway bogie frame under variable amplitude loading is predicted by applying linear elastic fracture mechanics. For this purpose, we find the critical points by reference surveying on cracked railway bogie frames. And we make an effective load history by synthesizing the dynamic load measured from the critical points of railway bogie frame during commercial line operation and the static load calculated from structural analysis. Crack growth analyses are performed at the 3 critical points under the commercial operation loading condition by assuming an initial crack size as 40 mm. and the results are compared with the experimental results from Japanese railway bogie frame crack growth case. From the analysis results, we find that around 500,000 km operating distance is necessary to bring crack growth from the initial crack to unstable crack. And it takes around 3.8 normal operating years. We conclude that it is enough time to detect the crack between normal maintenance period.

• The Journal of the Convergence on Culture Technology
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• v.6 no.2
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• pp.481-487
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• 2020

In this study, finite element analysis was performed to evaluate the track irregularity of the existing track system on urban transit according to the large-scale excavation work that is constructed adjacent to the serviced line. Based on the numerical analysis, the effect of track irregularity generated during the step-by-step construction process was analytically derived, and the stability in terms of track deformation was evaluated through comparison with related standards. As the results, in the case of track irregularity items evaluated based on the relative displacement difference at a certain distance, such as alignment and vertical irregularity, it occurred most clearly at the location where deformation of the existing structure begins, such as the end point of adjacent excavation work. On the other hand, the overall vertical and horizontal displacement of the track was the largest deformation at the center of the construction section. The vulnerable position of the deformed side of the existing structure due to adjacent excavation is analytically proven that the both of the end point section and the center of the construction can be a vulnerable position in terms of track irregularity.

• The Journal of the Convergence on Culture Technology
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• v.10 no.2
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• pp.407-417
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• 2024

The objective of this study is to predict and reduce potential damage caused by chlorine gas leaks, a hazardous material, when vehicles transporting it overturn due to accidents or other incidents. The goal is to forecast the anticipated damages caused by chlorine toxicity levels (ppm) and to design effective response strategies for mitigating them. To predict potential damages, we conducted quantitative assessments using the ALOHA program to calculate the toxic effects (ppm) and damage distances resulting from chlorine leaks, taking into account potential negligence of drivers during transportation. The extent of damage from toxic gas leaks is influenced by various factors, including the amount of the leaked hazardous material and the meteorological conditions at the time of the leak. Therefore, a comprehensive analysis of damage distances was conducted by examining various scenarios that involved variations in the amount of leakage and weather conditions. Under intermediate conditions (leakage quantity: 5 tons, wind speed: 3 m/s, atmospheric stability: D), the estimated distance for exceeding the AEGL-2 level of 2 ppm was calculated to be 9 km. This concentration poses a high risk of respiratory disturbance and potential human casualties, comparable to the toxicity of hydrogen chloride. In particular, leaks in urban areas can lead to significant loss of life. In the event of a leakage incident, we proposed a plan to minimize damage by implementing appropriate response strategies based on the location and amount of the leak when an accident occurs.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.11
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• pp.545-551
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• 2016

In this study, we evaluate the braking performance of an urban railway vehicle to verify its basic safety condition. The braking performance evaluation methods, deceleration measurement and braked weight percentage, were compared for trains with different numbers of cars, in order to assess the advantages of each method and their compatibility. With a probabilistic braking model, the effect of the adhesion coefficient distribution was analyzed in accordance with the train composition. A train with many cars has a narrower deceleration distribution width than one with few cars. The braked weight percentage method is expected to be useful in the design of train signal systems, because it allows the braking distance to be calculated for various initial brake velocities. The deceleration distribution model and its results are expected to be useful as a basis for precise train signal design.

• Journal of Korean Society for Geospatial Information Science
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• v.10 no.4 s.22
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• pp.61-67
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• 2002

This study is aimed to suggest a practical use of GPS continuous stations by conducting the precision analysis using its data. Currently dozens of continuous stations have been installed and operated since the first GPS continuous station built by KAO(Korea Astronomy Observation) in 1985. The utilization of the surveyed information, however, has been under-developed regardless of a significant investment, which leads the necessity of utilization plan. The results of this study show that the mis-closures between the two points at University of Incheon and Suwon/Seoul stations of NGI(National Geography Institute), Seoul stat ion of KAO, and Incheon station of MOGAHA(Ministry Of Government Administration and Home Affairs) are 0.0206m, 0.0118m, 0.0129m and 0.0024m respectively. It indicates that the analyzed mis-closures were less than the allowed values ill the primary/secondary control point specification for GPS surveying, i.e. a mis-closure less than 30mm for the distance less than 30km and a mis-closure less than $IPPM{\times}D(km)$ for the distance greater than 30km.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.7 no.4
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• pp.25-35
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• 2008

Variable Message Sign(VMS) is one of the subsystem of Intelligent Transportation Systems (ITS), which is useful for providing real-time information on weather, traffic and highway conditions. However, there are various situations such as incidents/accidents, constructions, special events, etc., which would be occurred on segments, it is unable to control traffic with only the VMS. Thus, it is essential to use of PVMS(Portable Variable Message Signs), which can move to the location needed traffic control and provide more active traffic information than VMS. This study developed a legibility distance model for PVMS messages using in-vehicle Differential Global Positioning Data(DGPS). Traffic conditions, drivers' characteristics, weather conditions and characteristics of PVMS message were investigated for establishing the legibility model based on multiple linear regression analysis. The factors such as height of PVMS characters, spot speed, age, gender and day and night were identified as dominants affecting the variation of legibility distances. It is expected that the proposed model would play a significant role in designing PVMS messages for providing more effective real-time traffic information.

• Journal of the Korean Society for Railway
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• v.11 no.6
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• pp.569-574
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• 2008

Catenary and Pantograph are used to transmit electrical energy to electric railways. Catenary (Overhead Contact Lines) should be installed precisely and managed for stable train operations. But external factors such as weather, temperature, etc., or aging affect catenary geometry. Changed catenary stagger and height cause high voltage spark or instant electric contact loss. Big spark derived from contact loss can damage the pantograph carbon strip and overhead contact lines that might interrupt the train operations. Therefore, to prevent a big scale spark or electric contact loss, catenary maintenance are required catenary geometry measurement systems with catenary maintenance capability. In this paper, we describe the development of catenary height and stagger measurement system. The catenary height and stagger measurement system uses Acuity company's AR4000 Laser Range Finder for distance measurement and AccuRange Line Scanner for degree measurement. This system detects suspicious overhead line sections with excessive stagger and height stagger variance.