• Title/Summary/Keyword: barrier performance

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Design criteria of wind barriers for traffic -Part 1: wind barrier performance

  • Kwon, Soon-Duck;Kim, Dong Hyawn;Lee, Seung Ho;Song, Ho Sung
    • Wind and Structures
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    • v.14 no.1
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    • pp.55-70
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    • 2011
  • This study investigates the design criteria required for wind barriers to protect vehicles running on an expressway under a high side wind. At the first stage of this study, the lateral deviations of vehicles in crosswinds were computed from the commercial software, CarSim and TruckSim, and the critical wind speeds for a car accident were then evaluated from a predefined car accident index. The critical wind speeds for driving stability were found to be 35 m/s for a small passenger car, yet 30 m/s for a truck and a bus. From the wind tunnel tests, the minimum height of a wind barrier required to reduce the wind speed by 50% was found to be 12.5% of the road width. In the case of parallel bridges, the placement of two edge wind barriers plus one wind barrier at center was recommended for a separation distance larger than 20 m (four lanes) and 10 m (six lanes) respectively, otherwise two wind barriers were recommended.

Development of Guardrail End Treatment System using LS-DYNA (LS-DYNA를 이용한 차량방호울타리 단부처리 시설의 개발)

  • IN, Younggun;Shin, Kwanghee;Bae, Kihun
    • Journal of the Society of Disaster Information
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    • v.12 no.3
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    • pp.279-285
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    • 2016
  • Road sides safety barrier system is the last safety during traffic accident. The structural performance of a roadside safety barrier should be kept above expectations. It is possible to protect the passenger's life. End treatment part is installed in the end of the barrier it prevents a phenomenon in which for the vehicle for the guardrail during a vehicle collision it is facility of the absorbing of car crashed impact. By repeated analysis through computer simulation for improving the vehicle crash it will be able to develop crash barriers to respond appropriately to various parameters.

Study on Characteristics of DBD Plasma Actuator as Design Parameters for Plasma Flow Control (플라즈마 유동제어를 위한 DBD 플라즈마 액츄에이터의 설계변수에 따른 특성 연구)

  • Yun, Su-Hwan;Kwon, Hyeok-Bin;Kim, Tae-Gyu
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.40 no.6
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    • pp.492-498
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    • 2012
  • Characteristics of DBD(Dielectric Barrier Discharge) plasma actuator as design parameters were investigated for plasma flow control. Flow velocity and power consumption of the DBD plasma actuator were measured according to the design parameters such as discharge voltage and frequency, gap, width and length of electrode, and the thickness of dielectric barrier. The flow velocity and power consumption increased as the discharge voltage and frequency increased. As the electrode gap increased, the flow velocity increased with decreasing the power consumption, whereas high voltage was required for the plasma discharge. The flow velocity increased as the upper-electrode width decreased, and as the lower-electrode width increased at the constant power consumption. The performance of the DBD plasma actuator can be estimated at the given discharge and geometry conditions.

Impact Condition of Safety Performance Evaluation for Longitudinal Barriers of SMART Highway (스마트하이웨이 종방향 방호울타리안전성능 평가를 위한 충돌조건)

  • 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.3
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    • pp.49-57
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    • 2009
  • To minimze the degree of damage for the SMART highway's punctuality and safety after car-barrier collisions, the impact condition for longitudinal barriers of SMART highway was determined to be quite larger than the existing maximum impact condition. The impact condition consists of impact vehicles, impact velocities, and impact angles. To consider the occupant safety of passenger cars as much as possible, a small car with high risk during impact was selected as the impact vehicle for the evaluation of occupant risk. The impact velocity was determined to be 20% larger than the existing maximum impact velocity in order to include accident impact velocities as much as possible. The impact angle was determined to include most of expected accident impact angles. Computer simulations using various impact conditions were conducted for the existing domestic highest-performance medium and roadside barrier. How the suggested impact condition has an effect on the occupant safety was investigated. The existing domestic highest-performance medium and roadside barriers could not satisfy the suggested impact condition. New high-performance longitudinal barriers are required to minimize the degree of damage for the SMART highway's punctuality and safety after car-barrier collisions.

Evaluation of sound insulation performance according to aperture conditions under the flush door (세대내 플러시 도어의 하부틈새 조건에 따른 차음성능 평가)

  • An, Ji-Hyeong;Kim, Myung-Jun;Lee, Min-Joo
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2007.11a
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    • pp.153-158
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    • 2007
  • Sound insulation performance of the flush door in the apartment unit was recently decreased due to the door for the purpose of barrier free. To evaluate sound insulation, the test for 13 kinds of flush doors was performed as aperture conditions under the flush door. and the measured value was compared with the predicted values of theoretical sound transmission. The results were summarized follow; First, in case of doors with aperture by barrier free, the single number quantities ($D_{pw}$) were evaluated $21{\sim}23dB$. Whereas, in case of existing door with frame, $D_{pw}$ was evaluated $28{\sim}31dB$. And in case of sealed doors, $D_{pw}$ was evaluated $31{\sim}34dB$. Second, the measured $D_{pw}$ was good agreement with the predicted $D_{pw}$ in condition of small aperture.

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Artificial Rainfall Test of the Engineered Cover Barriers for Near Surface Disposal of LILW

  • Park, Jin-Beak;Park, Se-Moon;Kim, Chang-Lak
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2003.11a
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    • pp.306-314
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    • 2003
  • Engineered barrier test facility is specially designed to demonstrate the performance of engineered barrier system for the near-surface disposal facility under the domestic environmental conditions. Comprehensive measurement systems for the water content, temperature, matric potential are installed within each test cell. In this study, short-term monitoring of the behavior of multi-layered cover system is implemented with artificial rainfall system. The periodic measurement data are collected and analyzed by a dedicated database management system, and provide a basis for performance verification of the disposal cover design.

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Considering Barrier Overhead in Parallelizing AES-CCM (동기화 오버헤드를 고려한 AES-CCM의 병렬 처리)

  • Chung, Yong-Wha;Kim, Sang-Choon
    • Journal of the Korea Institute of Information Security & Cryptology
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    • v.21 no.3
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    • pp.3-9
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    • 2011
  • In this paper, we propose workload partitioning methods in parallelizing AES-CCM which is proposed as the wireless encryption and message integrity standard IEEE 802.11i. In parallelizing AES-CCM having data dependency, synchronizations among processors are required, and multi-core processors have a very large range of synchronization performance. We propose and compare the performance of various workload partitioning methods by considering both the computational characteristics of AES-CCM and the synchronization overhead.

Determining Improvement Priorities of Barrier Free Components for Beaches through M-IPA (M-IPA를 이용한 해수욕장 Barrier Free 환경조성 요소의 개선 우선순위 분석)

  • Choi, Seo-Yeon;Lee, Seok-Hwan;Shin, Kang-Won
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.11 no.12
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    • pp.5143-5150
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    • 2010
  • A number of cities are committed to enhancing the barrier-free (BF) environments. However, no attempts have been made to examine the BF environment design concept by accounting for the universal BF components, which should be improved for providing both disabled people and non-disabled people with better BF environments. With this challenge in mind, this study determines the improvement priorities of BF components for beaches in the city of Busan by investigating the results of satisfaction survey, which was administered to disabled and non-disabled visitors. The modified importance-performance analysis (M-IPA) results show that "sanitation facilities" are the universal BF components having the highest improvement priority. The analysis results also indicate that "access facilities" have the second highest improvement priority for disabled people while "amenity facilities" have the second highest improvement priority for non-disabled people. It is highly expected that the suggested improvement priorities of BF components can be used for policy makers to develop more flexible plans when designing the BF beach.

Development of Precast Concrete Method for Eco-Pillar Debris Barrier with Hollow Cross-Section (중공트랙형 단면의 프리캐스트 에코필라 사방댐 공법개발)

  • Kim, Hyun-Gi
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.3
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    • pp.542-552
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    • 2018
  • In this paper, the precast method of a concrete eco-pillar debris barrier was proposed to improve the construct ability and economic efficiency. The performance was validated by experimental and structural analysis. The steel debris barrier has a high construction cost and causes environmental damage with corrosion. The construction of a concrete eco-pillar debris barrier has been increased recently. On the other hand, there are no design standards regarding debris barriers in Korea, and debris barriers are being designed by the experience and sense of engineers. Therefore, in this study, a method to determine the design external forces was proposed and the design was performed by applying a hollow cross-section to the debris barrier. In addition, three types of connection methods of a concrete cantilever column with the maximum bending moment acts were proposed, and validation of the performance of each type was performed with a real-scale experiment. The experimental results showed that the type with loop reinforcement had the highest rigidity and the type with anchorage performance exceeded the maximum bending moment according to the ultimate load. In the manufacturing procedure of mock-up debris barriers, the type with an anchorage-bar was found to have superior construct ability.