• Title/Summary/Keyword: 주행안전성평가

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Development of a Crash Cushion Using the Frictional and Inertial Energy by Computer Simulation (컴퓨터 시뮬레이션에 의한 관성과 마찰 에너지를 이용하는 충격흡수시설의 개발)

  • Kim, Dong-Seong;Kim, Kee-Dong;Ko, Man-Gi;Kim, Kwang-Ju
    • Journal of the Korean Society of Hazard Mitigation
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    • v.9 no.2
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    • pp.23-30
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    • 2009
  • Crash cushions are protective devices that prevent errant vehicles from impacting on fixed objects. This function is accomplished by gradually decelerating a vehicle to a safe stop in a relatively short distance. Commonly used crash cushions generally employ one of two concepts to accomplish this function. The first concept involves the absorption of the kinetic energy of a moving vehicle by crushable or plastically deformable materials and the other one involves the transfer of the momentum of a moving vehicle to an expendable mass of material located in the vehicle's path. Crash cushions using the first concept are generally referred to as compression crash cushions and crash cushions using the other concept are generally referred to as inertial crash cushion. The objective of this research is the development of a compression-type crash cushion by employing the two concepts simultaneously. To minimize the number of full-scale crash tests for the development of the crash cushion, preliminary design guide considering inertial and frictional energy absorption was constructed and computer simulation was performed. LS-DYNA program, which is most widely used to analyze roadside safety features, was used for the computer simulation. The developed crash cushion satisfied the safety evaluation criteria for various impact conditions of CC2 performance level in the Korean design guide.

A Study of Driver Test Station-based on Driver Behaviors Assessment: from 20s to 70s (운전운동평가-기반 연령별 운전자 행태 분석 연구: 20대부터 70대까지)

  • Song, Chiang-Soon;Lee, Oan-Na;Im, Hyun-Jun;Park, Su-Jin;Jo, Jin-Min;On, Hyeong-Min
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.10
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    • pp.483-489
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    • 2018
  • Driving behaviors are reported to be vulnerable to safe driving in unexpected situations or driving in the city due to deterioration of physical and cognitive functions in elderly drivers. The purpose of this study was to investigate the difference in driving behaviors according to age of self-drivers and to identify changes in physical function related to driving caused by normal aging. The subjects of the study included 75 healthy adults (21 persons aged 20-39 years, 40 persons 40-64 years, 14 persons 65 years old) who were self-driving and possessed a driver's license. Data included sex, dominant hand, medication, exercise, age, and driving time obtained by a self-reported questionnaire. In addition, this study measured steering, acceleration and braking using a Driver Test Station. Results of the study showed there was no significant difference in power test according to age group, but the total time of the timer test and the emergency brake test significantly differed according to age. The timer test and emergency brake test were completed fastest in young adults between 20 and 39 years old and completed slowest in elderly people 65 years old or over. Based on our study results, it is suggested that normal aging affects the perceptual-cognitive processes associated with driving behaviors.

A study on the occurrence of cracks in the tunnel pavement in the soil under use (토사구간 공용중 터널 포장부 균열 발생에 관한 연구)

  • Kim, Nag-Young;Lee, Kang-Hyun;Cho, Nam-Hun;You, Kwang-Ho;Baek, Seung-Chol
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.19 no.5
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    • pp.749-760
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    • 2017
  • Recently, the proportion of tunnel structures in roads and railways has increased rapidly. Along with this trend, the rate of occurrence of cracks and dropouts in concrete lining of tunnel structures is increasing. Generally, maintenance of such concrete lining is normalized and managed as the core of maintenance work in tunnel maintenance. However, the maintenance of the tunnel pavement is important in securing driver in the tunnel. In the design of tunnels, the underground condition of the tunnel is designed to be in good rock condition, so there have not been many cases of cracks in the tunnel pavement in the past. Recently, the construction of tunnel structures has been rapidly increased, and the length of the tunnels has become longer.Tunnel pavement installed in these ground conditions is increasing the occurrence of cracks in the pavement due to decrease of bearing capacity of the pavement after a long time. In this study, FWD and GPR were conducted to analyze the types of cracks and the reduction of bearing capacity in the tunnel.

A Comparative Study on Visibility Performance Between Pole Type Lightings and Low-Level Lightings (등주식 조명과 낮은 조명의 성능 비교에 관한 연구)

  • Park, Wonil;Lee, Sukki;Jin, Minsoo;Kim, Yongseok
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.17 no.6
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    • pp.185-201
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    • 2018
  • Road lighting is highly preferred as the major nighttime road safety countermeasures. When it comes to the pole-type road lighting, as it's installed at a certain height from the road surface, the driver is dazzled by the light source, interrupting the driver's visibility and furthermore, the light leaks to the area outside the road boundary, worsening the energy efficiency as well as generating the light pollution to the surrounding environment including the animals and plants. The study developed the low-level lighting systems, so it is possible to prevent the lights from being strayed, so there is no any side effects in terms of the sleep deprivation. The study compared the performance as the lightings between low-level lightings and conventional pole based lighting systems. As the results, the low-level lighting systems showed the higher performance in terms of average surface luminance, uniformity, glare compared to the conventional lighting systems.