• Title/Summary/Keyword: STU(: Safety Transmission Unit)

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A Study on Design of Safety Transmission Unit for Next-Generation Train Control System (차세대 열차제어시스템 안전전송장치 설계에 관한 연구)

  • Tae-Woon Jung;Ho-Cheol Choo;Chae-Joo Moon
    • The Journal of the Korea institute of electronic communication sciences
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    • v.18 no.4
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    • pp.563-570
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    • 2023
  • The Safety Transmission Unit(STU) is a critical device used in railway systems to ensure safe and efficient operations by providing communication between trains and railway infrastructure. It is responsible for transmitting vital information and commands, allowing for the control and coordination of train movements. The STU plays a crucial role in maintaining the safety of passengers, crew, and the overall railway network. This paper presents the design and testing of a STU for the next-generation wireless-based train control system. An analysis of european and domestic standards was conducted to review requirements and ensure the design of a STU for the train control system meets international standards. Based on this analysis, hardware and software designs were developed to create an internationally recognized level of safety for the communication device. To verify the functionality of the STU, a simulator was developed, and it was confirmed that the designed features were successfully implemented.

Shear Fracture Behavior of Anchor Systems for Shock Transmission Unit in RC Bridge (철근콘크리트 교량의 충격전달장치 앵커시스템의 전단파괴거동)

  • 김태상;송하원;변근주;안창모
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.1097-1102
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    • 2001
  • Seismic safety of continuous span concrete bridge can be enhanced by distributing a large seismic lateral load to each supporting pier. A new viscoelastic device called Shock Transmission Unit(STU), which is a simple cylinder-piston assembly packed with a so-called silicone putty compound, enables the lateral seismic load to be transmitted to the pier by installation of the device to movable bearings of the bridge. The seismic safety of concrete bridges having the STU depends on not only safety of the bridges globally but also safety of anchor systems which anchors the STU to concrete pier. An experimental investigation is performed to study the behavior of cast-in-place anchor and post-installed anchor subjected to shear load statically and cyclically according to different edge distance, embedment length, and anchor spacing. Finally, the experimental results are compared with results by design methods of ACI and CCD, and results by FEM analysis.

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