• Title/Summary/Keyword: column of underpass

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Damage Evaluation for the Column of Underpass Considering the Collision of a Vehicle (차량의 충돌을 고려한 지하차도 기둥의 손상 평가)

  • Park, Jang Ho;Kim, Young Woong;Park, Jaegyun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.2
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    • pp.169-176
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    • 2015
  • The protection facilities against the collision of the vehicle should be considered in the design of the bridge by the regulations, but there is no regulation against the collision of the vehicle in the design of the column of underpass. Impact analysis for the column of underpass was performed in order to evaluate the damage of the structure by the collision of the vehicle. Impact analysis was performed according to the various parameters such as material properties of the structure and types and velocities of the vehicle. From the numerical results, the structural damage for the column of underpass by the collision of the vehicle was evaluated and considerations in the design for a column of underpass against the collision of the vehicle were examined.

A study on the state of the art on the construction and the new technology of the underground structure(underpass, underground passageways) (지하구조물(지하차도, 지하통로)건설 현황 및 관련 신기술 개발동향 연구)

  • Kim, Hyung-Tae;Han, Man-Yop;Son, Yeun-Jin;Han, Rok-Hee;Jeong, Ji-Man
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.891-894
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    • 2008
  • This study was performed to investigate how to design, where to construct, why to degrade, what plan to use systematically the underground structures such as underpass, underground passageways. About 50% of the underground structures are located on Seoul, Kyungi-Do. In design of the underground structures such as underpass, underground passageways, the required conditions are defined. And also in construction stage, the conditions of soil, required structure depth, site characteristics, reasonable construction method, are investigated. In the selection of details for underground structure, the items mainly considered, are the wall and column type, the sidewalk type, anchoring-system type, the water-proofing method, entranc shape. The reason and the adequate measures for the degradation of concrete structure are also investigated. The initial cracking properties due to the thermal characteristic are considered. The state of the art report on the new technologies are reviewed. The recent project for the systematically application to the underground structures is reviewed.

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